Literatuur en websites
Adam, D. 1996
Flächendeckende dynamische Verdichtungskontrolle (FDVK) mit Vibrationswalzen
Diss. TU, Wien
Akker, C. v.d. 1972
Schatting van de kD-waarden van een watervoerend pakker aan de hand van de granulaire samenstelling en de dikte van het pakket, toegepast op boringen in de Gelderse Vallei
Intern RID-rapport
Alpan, I. 1964
Estimating settlements of foundations on sands
Civ. Eng. Publ. Wirks Review 59 (700)
Alpan, I. 1970
The geotechnical properties of soils
Earth Science Proc.
Anagnostopoulos, A.G. 1990
Die Zusammendruckbarkeit nichtbindiger Böden Geotechnik, 4
Arquié, G. en Morel, G. 1988
Le compactage
Ed. Eyrolles, Paris
Arya, L.M. en Paris, J.F. 1981
A physico-empirical model to predict the soil moisture characteristic from particle size distribution and bulk density data
Soil Science Soc. Am. Journal 45
Bakema, G. 1988
De invloed van de zuigspanning en het vochtgehalte op de sterkteparameters en de deformaties van zandgronden Nota ICW 1906 I, afstudeerverslag, Wageningen
Baldi, G. e.a. 1982
Design parameters for sands from CPT
Proc. 2nd Europ. Symp. Penetration Testing, Amsterdam
Bazaraa, A.R. 1967
Use of SPT for estimating settlements of shallow foundations on sand
Thesis Univ. Illinois, Urbana
Bazaraa, A.R. en Howeedy, M.F. 1975
Coefficient of subgrade reaction for footings on cohesionless soils
Proc. 6th. Reg. Conf. for Africa SMFE, Durban, Vol. V
Becker, P. von 1970
Erfahrungen mit Einsenkungsmessungen auf Strassenbefestigungen und bei der Erdbaukontrolle Strasse und Verkehr, Nr. 4
Beer, E.E. de 1948
Données concernant la résistance en cisaillement déduites des essais de penetration en profondeur Géotechnique 1, no. 1
Beer, E.E. de 1963
The scale effect in the transposition of the results of deep-sounding tests on the ultimate bearing capacity of piles and caisson foundations
Géotechnique 13
Beer, E.E. de 1965
De invloed van de dwarsafmetingen van een paal op de puntweerstand
De Ingenieur, 15 jan./29 jan.
Begemann, H.K. 1953
Improved method for determining resistance to adhesion by sounding through a loose sleeve placed behind the cone
Proc. 3rd Int. Conf. SMFE, Zürich
Begemann, H.K. 1965
The friction jacket cone as an aid in determining the soil profile
Proc. 6th Int. Conf. SMFE, Montreal
Begemann, H.K. 1969
The Dutch static cone penetration test with the adhesion jacket cone
LGM-Mededelingen part XII, nr. 4 en part XIII, nr. 1
Begemann, H.K. 1974
General Report Central and Western Europe
Proc. 1st Europ. Conf. Penetration Testing, Stockholm
Benoist, J. en Schaefner, M. 1982
La dynaplaque
Bull. de Liaison Labo P.et Ch.
nov./dec. Réf. 2764
Bentson, R.A. e.a. 1989
Reliability testing of seven non-destructive pavement testing devices
Non-destructive testing of pavements and backcalculation of moduli
ASTM STP 1026
Flächendeckende dynamische Verdichtungskontrolle (FDVK) mit Vibrationswalzen
Diss. TU, Wien
Akker, C. v.d. 1972
Schatting van de kD-waarden van een watervoerend pakker aan de hand van de granulaire samenstelling en de dikte van het pakket, toegepast op boringen in de Gelderse Vallei
Intern RID-rapport
Alpan, I. 1964
Estimating settlements of foundations on sands
Civ. Eng. Publ. Wirks Review 59 (700)
Alpan, I. 1970
The geotechnical properties of soils
Earth Science Proc.
Anagnostopoulos, A.G. 1990
Die Zusammendruckbarkeit nichtbindiger Böden Geotechnik, 4
Arquié, G. en Morel, G. 1988
Le compactage
Ed. Eyrolles, Paris
Arya, L.M. en Paris, J.F. 1981
A physico-empirical model to predict the soil moisture characteristic from particle size distribution and bulk density data
Soil Science Soc. Am. Journal 45
Bakema, G. 1988
De invloed van de zuigspanning en het vochtgehalte op de sterkteparameters en de deformaties van zandgronden Nota ICW 1906 I, afstudeerverslag, Wageningen
Baldi, G. e.a. 1982
Design parameters for sands from CPT
Proc. 2nd Europ. Symp. Penetration Testing, Amsterdam
Bazaraa, A.R. 1967
Use of SPT for estimating settlements of shallow foundations on sand
Thesis Univ. Illinois, Urbana
Bazaraa, A.R. en Howeedy, M.F. 1975
Coefficient of subgrade reaction for footings on cohesionless soils
Proc. 6th. Reg. Conf. for Africa SMFE, Durban, Vol. V
Becker, P. von 1970
Erfahrungen mit Einsenkungsmessungen auf Strassenbefestigungen und bei der Erdbaukontrolle Strasse und Verkehr, Nr. 4
Beer, E.E. de 1948
Données concernant la résistance en cisaillement déduites des essais de penetration en profondeur Géotechnique 1, no. 1
Beer, E.E. de 1963
The scale effect in the transposition of the results of deep-sounding tests on the ultimate bearing capacity of piles and caisson foundations
Géotechnique 13
Beer, E.E. de 1965
De invloed van de dwarsafmetingen van een paal op de puntweerstand
De Ingenieur, 15 jan./29 jan.
Begemann, H.K. 1953
Improved method for determining resistance to adhesion by sounding through a loose sleeve placed behind the cone
Proc. 3rd Int. Conf. SMFE, Zürich
Begemann, H.K. 1965
The friction jacket cone as an aid in determining the soil profile
Proc. 6th Int. Conf. SMFE, Montreal
Begemann, H.K. 1969
The Dutch static cone penetration test with the adhesion jacket cone
LGM-Mededelingen part XII, nr. 4 en part XIII, nr. 1
Begemann, H.K. 1974
General Report Central and Western Europe
Proc. 1st Europ. Conf. Penetration Testing, Stockholm
Benoist, J. en Schaefner, M. 1982
La dynaplaque
Bull. de Liaison Labo P.et Ch.
nov./dec. Réf. 2764
Bentson, R.A. e.a. 1989
Reliability testing of seven non-destructive pavement testing devices
Non-destructive testing of pavements and backcalculation of moduli
ASTM STP 1026
Beyer, W. 1964
Zur Bestimmung der Wasserdurchlässigkeit von Kiesen and Sanden aus der Kornverteilungskurve Wasserwirtschaft und Wassertechnik 14, 6
Bezemer, B. en Slagboom. T. 1981
Pore volumes of sand
Intern rapport Bos Kalis Westminster Group, R en D Dept.
Bilz, P. 1983
Abschätzung der Kohäsion nichtbindiger Lockergesteine
Bauplanung und Bautechnik 37, Heft 7
Bishop, A.W. 1959
The principle of effective stress
Publ. 32, Norwegian Geotechn. Inst., Oslo
Bishop, A.W. 1966
Strength of soils as engineering materials
6th Rankins Lecture, Géotechnique, 16
Bjerrum, L. en Eggestad, A. 1963
Interpretation of loading test on sand
Proc. Europ. Conf. SMFE, Wiesbaden
Black, W.P.M. 1961
The calculation of laboratory and in situ values of California Bearing Ratio from bearing capacity data Géotechnique 11, Jan.
Bolomey, H. 1974
Dynamic penetration resistance formulae
Proc. 1st Europ. Symp. Penetration Testing, Stockholm
Borowczyk, M. en Frankowski, Z.B. 1981
Dynamic and static sounding results interpretation
10th Int. Conf. SMFE, Stockholm
Bowles, J.E. 1968
Foundation analysis and design
McGraw Hill, New York
Brauckhoff, K. 1969
Trockendichte und Verdichtungsgrad natürlich abgelagerter und künstlich aufgebrachter Strand- und Dünensande
Wasserwitschaft-Wassertechnik, Vol. 19, No. 6
Brinch Hansen, J., Lundgren, H. 1960
Hauptprobleme der Bodenmechanik
Springer Verlag
Brinch Hansen, J. 1961
A general formula for bearing capacity
Dan. Geotechn. Inst., H. 11
Bundesanstalt für Strassenbau 1974
Ueber die Untersuchung verschiedener Sonden auf ihre Eignung zur Feststellung der Lagerungsdichte und Tragfähigkeit von Sanden
Bericht Abt. Baugrund
Burmister, D.M. 1948
The importance and practical use of relative density in soil mechanics
Proc. ASTM, Vol. 48
Carter, M. en Bentley, S.P. 1991
Correlations of soil properties
Pentech Press, London
Casagrande, A. 1931
Discussion on frost heaving
Proc. Highway Res. Board, Bd 11
Castro, G. 1969
Liquefaction of sands
Thesis Harvard University
Soil Mech. Series 81, Cambridge, Massachusets
CEN 1997
European Prestandard
Eurocode 7: geotechnical design parts; design assisted by field testing
Chassaing, P. e.a. 1995
La dynaplaque 2; étude d’un nouveau matériel
Bull. de Liaison, Labo P. et Ch.
janv./févr., Réf. 3882
Chen, L.S. 1948
An investigation of stress-strain and strength characteristics of cohesionless soils by triaxial compression tests
Proc. 2nd Int. Conf. SMFE, Rotterdam
C.G.S. 1985
Canadian foundation engineering manual
Canadian Geotechn. Soc. 2nd Ed.
Claessen, A.I. e.a. 1976
Pavement evaluation with the falling weight deflectometer
Proc. Assoc. of Asphalt Paving Technologists
Clegg, B. 1976
An impact testing device for in-situ base course evaluation
Proc. 8th Austr. Road Res. Board Conf. Perth
Clegg, B. 1980
An impact soil test as alternative to California Bearing Ratio
Proc. 3rd Austr.-New Zealand Conf. on Geomechanics, Wellington
Cochrane, J. 1952
The design of aerodrome pavements
Journal Inst. Eng. Austr. 24
Cornforth, D.H. 1973
Prediction of drained strength of sands from relative density measurements
ASTM Spec. Techn. Publ. 523
Croney, D. 1977
The design and performance of road pavements Her Majesty’s Stationary Office
Dept. of the Interior, Dept. of Transport
CROW 1988
Resten zijn geen afval (meer) Rapportage Werkgroep A5 (Bijzondere ophoogmaterialen)
Publicatie 16, Stichting CROW, Ede
CROW 1989
Sleuven dichten: meer dan ‘zand erover’
Rapportage Werkgroep R2 (Verdichting van sleuven) Publicatie 22, Stichting CROW, Ede
CROW 1991
Betonwegen, deel A
Rapportage Werkgroep C1 (cement-betonwegen) Publicatie 33A, CROW, Ede
Denekamp, S.A. en Tsur-Lavie, Y. 1981
The study of relative density in some dune and beach sands
Engineering Geology 17, No. 3
Dept. of Army 1985
Desai, M.D. e.a. 1974
Penetration testing in India
Proc. 1st Europ. Conf. Penetration Testing, Stockholm
Zur Bestimmung der Wasserdurchlässigkeit von Kiesen and Sanden aus der Kornverteilungskurve Wasserwirtschaft und Wassertechnik 14, 6
Bezemer, B. en Slagboom. T. 1981
Pore volumes of sand
Intern rapport Bos Kalis Westminster Group, R en D Dept.
Bilz, P. 1983
Abschätzung der Kohäsion nichtbindiger Lockergesteine
Bauplanung und Bautechnik 37, Heft 7
Bishop, A.W. 1959
The principle of effective stress
Publ. 32, Norwegian Geotechn. Inst., Oslo
Bishop, A.W. 1966
Strength of soils as engineering materials
6th Rankins Lecture, Géotechnique, 16
Bjerrum, L. en Eggestad, A. 1963
Interpretation of loading test on sand
Proc. Europ. Conf. SMFE, Wiesbaden
Black, W.P.M. 1961
The calculation of laboratory and in situ values of California Bearing Ratio from bearing capacity data Géotechnique 11, Jan.
Bolomey, H. 1974
Dynamic penetration resistance formulae
Proc. 1st Europ. Symp. Penetration Testing, Stockholm
Borowczyk, M. en Frankowski, Z.B. 1981
Dynamic and static sounding results interpretation
10th Int. Conf. SMFE, Stockholm
Bowles, J.E. 1968
Foundation analysis and design
McGraw Hill, New York
Brauckhoff, K. 1969
Trockendichte und Verdichtungsgrad natürlich abgelagerter und künstlich aufgebrachter Strand- und Dünensande
Wasserwitschaft-Wassertechnik, Vol. 19, No. 6
Brinch Hansen, J., Lundgren, H. 1960
Hauptprobleme der Bodenmechanik
Springer Verlag
Brinch Hansen, J. 1961
A general formula for bearing capacity
Dan. Geotechn. Inst., H. 11
Bundesanstalt für Strassenbau 1974
Ueber die Untersuchung verschiedener Sonden auf ihre Eignung zur Feststellung der Lagerungsdichte und Tragfähigkeit von Sanden
Bericht Abt. Baugrund
Burmister, D.M. 1948
The importance and practical use of relative density in soil mechanics
Proc. ASTM, Vol. 48
Carter, M. en Bentley, S.P. 1991
Correlations of soil properties
Pentech Press, London
Casagrande, A. 1931
Discussion on frost heaving
Proc. Highway Res. Board, Bd 11
Castro, G. 1969
Liquefaction of sands
Thesis Harvard University
Soil Mech. Series 81, Cambridge, Massachusets
CEN 1997
European Prestandard
Eurocode 7: geotechnical design parts; design assisted by field testing
Chassaing, P. e.a. 1995
La dynaplaque 2; étude d’un nouveau matériel
Bull. de Liaison, Labo P. et Ch.
janv./févr., Réf. 3882
Chen, L.S. 1948
An investigation of stress-strain and strength characteristics of cohesionless soils by triaxial compression tests
Proc. 2nd Int. Conf. SMFE, Rotterdam
C.G.S. 1985
Canadian foundation engineering manual
Canadian Geotechn. Soc. 2nd Ed.
Claessen, A.I. e.a. 1976
Pavement evaluation with the falling weight deflectometer
Proc. Assoc. of Asphalt Paving Technologists
Clegg, B. 1976
An impact testing device for in-situ base course evaluation
Proc. 8th Austr. Road Res. Board Conf. Perth
Clegg, B. 1980
An impact soil test as alternative to California Bearing Ratio
Proc. 3rd Austr.-New Zealand Conf. on Geomechanics, Wellington
Cochrane, J. 1952
The design of aerodrome pavements
Journal Inst. Eng. Austr. 24
Cornforth, D.H. 1973
Prediction of drained strength of sands from relative density measurements
ASTM Spec. Techn. Publ. 523
Croney, D. 1977
The design and performance of road pavements Her Majesty’s Stationary Office
Dept. of the Interior, Dept. of Transport
CROW 1988
Resten zijn geen afval (meer) Rapportage Werkgroep A5 (Bijzondere ophoogmaterialen)
Publicatie 16, Stichting CROW, Ede
CROW 1989
Sleuven dichten: meer dan ‘zand erover’
Rapportage Werkgroep R2 (Verdichting van sleuven) Publicatie 22, Stichting CROW, Ede
CROW 1991
Betonwegen, deel A
Rapportage Werkgroep C1 (cement-betonwegen) Publicatie 33A, CROW, Ede
Denekamp, S.A. en Tsur-Lavie, Y. 1981
The study of relative density in some dune and beach sands
Engineering Geology 17, No. 3
Dept. of Army 1985
Desai, M.D. e.a. 1974
Penetration testing in India
Proc. 1st Europ. Conf. Penetration Testing, Stockholm
DGI 1985
Code of practice for foundation engineering
Danish Geotechnical Inst.
DGI-Bulletin No. 36
Dickin, E.A. 1973
Influence of grain shape and size upon the limiting porosities of sands
ASTM Spec. Techn. Publ. 523
Code of practice for foundation engineering
Danish Geotechnical Inst.
DGI-Bulletin No. 36
Dickin, E.A. 1973
Influence of grain shape and size upon the limiting porosities of sands
ASTM Spec. Techn. Publ. 523
Donald, I.B. 1960
Discussion
Proc. Conf. on Pore Pressure
Vol. 69, Butterworths, London
Douglas, B.J. en Olsen, R.S. 1981
Soil classification using the electric cone penetrometer
Proc. Cone Pen. Testing and Experience, ASCE, St. Louis
Dunham J.W. 1954
Pile foundations for buildings
Proc. ASCE SMF Div. Vol. 80, Jan.
Durgunoglu, H.T. en Mitchell, J.K. 1975
Static penetration in soils
I Analysis
II Evaluation of theory and implications for practice ASCE Spec. Conf. Raleigh
Ehrler, C. 1980
Elastische Tragfähigkeitskennwerte ungebundener Strassenbaustoffe
Die Strasse, Vol. 20, No. 10
Discussion
Proc. Conf. on Pore Pressure
Vol. 69, Butterworths, London
Douglas, B.J. en Olsen, R.S. 1981
Soil classification using the electric cone penetrometer
Proc. Cone Pen. Testing and Experience, ASCE, St. Louis
Dunham J.W. 1954
Pile foundations for buildings
Proc. ASCE SMF Div. Vol. 80, Jan.
Durgunoglu, H.T. en Mitchell, J.K. 1975
Static penetration in soils
I Analysis
II Evaluation of theory and implications for practice ASCE Spec. Conf. Raleigh
Ehrler, C. 1980
Elastische Tragfähigkeitskennwerte ungebundener Strassenbaustoffe
Die Strasse, Vol. 20, No. 10
Ehrler, C. 1989
Ein schnelles und sicheres Verfahren zur Bestimmung der Tragfàhigkeit
Die Asphaltstrasse, No. 1
Feierabend, H. 1963
De dichtheidscontrole van een zandbed Wegen, 37e Jaargang, No.12
Floss, R. e.a. 1968
Verdichtungs- und Verformungseigenschaften grobkörniger bindiger Mischböden
Bundenanstalt für Strassenwesen,
Wissenschaftliche Berichte der Bundesanstalt für Strassenwesen, Heft 6
Floss, R. 1970
Vergleich der Verdichtungs- und Verformungseigenschaften unstetiger und stetiger Kiessande hinsichtlich ihrer Eignung als ungebundenes Schützmaterial im Strassenbau
Wiss. Berichte der Bundesanstalt für Strassenwesen, Heft 9
Floss, R. 1971
Ueber den Zusammenhang zwischen der Verdichtung und dem Verformungsmodul von Böden
Strasse und Autobahn, Heft 10
Floss, R. 1973
Bodenmechanische Gesichtspunkte bei der Auswahl und Dimensionierung von Strassenbefestigungen
Strasse und Autobahn, Heft 1
Floss, R. 1979
Z.T.V.E.-St. B76
Zusätzliche technische Vorschriften für Erdarbeiten im Strassenbau
Kirchbaum Verlag, Bonn, Bad Godesberg
Floss, R. e.a. 1991
Dynamische Vewrdichtungsprüfung bei Erd- und Strassenbauten
Forschung Strassenbau und Verkehr, Forschungsbericht 612, Bonn, Bad Godesburg
Folque, J. 1974
Compressibility of sands determined by means of penetration tests
Proc. Europ. Symp. on Penetration Testing, Stockholm
Formazin, J. en Hausner, H. 1989
Correlations between soil parameters and penetration testing results.
Proc. 12th Int. Conf. SMFE, Rio de Janeiro
Francken, L. 1991
Korrelverdeling en mengselontwerp
Nota DRD1, doc. nr. 8, OCW, Brussel
Frölich, O.K. 1934
Druckverteilung von Baugrunde
Wien
Füchtbauer, H. en Reineck, H. 1963
Porosität und Verdichtung rezenter, mariner Sedimente Sedimentology, Vol. 2
Furnas, C.C. 1928
Relations between specific volume, voids and size composition in systems of broken solids of mixed sizes US Bureau of Mines, Report of investigations
Furnas, C.C. 1951
Grading aggregates
Mathematical relations for beds of broken solids of maximum density
Industrial Eng. Chem. Nr. 23, 1052/58
Gardner, C. e.a. 1990
Soil water content
Uit: Soil analysis, physical methods
Ed. Smith and Mullins/Marcel Dekker, Inc. New York, Basel, Hong Kong
Garrick, N.W. en Scholer, C.F. 1985
Rapid determination of base course strength using the Clegg Impact Tester
Transportation Research Record 1022
Gibbs, H.J. en Holtz, W.G. 1957
Research on determining the density of sands by spoon penetration testing
Proc. 4th Int. Conf. SMFE, London
Gibson, R.E. 1967
Some results concerning displacements and stresses in a non-homogeneous elastic half-space
Géotechnique 17
Ein schnelles und sicheres Verfahren zur Bestimmung der Tragfàhigkeit
Die Asphaltstrasse, No. 1
Feierabend, H. 1963
De dichtheidscontrole van een zandbed Wegen, 37e Jaargang, No.12
Floss, R. e.a. 1968
Verdichtungs- und Verformungseigenschaften grobkörniger bindiger Mischböden
Bundenanstalt für Strassenwesen,
Wissenschaftliche Berichte der Bundesanstalt für Strassenwesen, Heft 6
Floss, R. 1970
Vergleich der Verdichtungs- und Verformungseigenschaften unstetiger und stetiger Kiessande hinsichtlich ihrer Eignung als ungebundenes Schützmaterial im Strassenbau
Wiss. Berichte der Bundesanstalt für Strassenwesen, Heft 9
Floss, R. 1971
Ueber den Zusammenhang zwischen der Verdichtung und dem Verformungsmodul von Böden
Strasse und Autobahn, Heft 10
Floss, R. 1973
Bodenmechanische Gesichtspunkte bei der Auswahl und Dimensionierung von Strassenbefestigungen
Strasse und Autobahn, Heft 1
Floss, R. 1979
Z.T.V.E.-St. B76
Zusätzliche technische Vorschriften für Erdarbeiten im Strassenbau
Kirchbaum Verlag, Bonn, Bad Godesberg
Floss, R. e.a. 1991
Dynamische Vewrdichtungsprüfung bei Erd- und Strassenbauten
Forschung Strassenbau und Verkehr, Forschungsbericht 612, Bonn, Bad Godesburg
Folque, J. 1974
Compressibility of sands determined by means of penetration tests
Proc. Europ. Symp. on Penetration Testing, Stockholm
Formazin, J. en Hausner, H. 1989
Correlations between soil parameters and penetration testing results.
Proc. 12th Int. Conf. SMFE, Rio de Janeiro
Francken, L. 1991
Korrelverdeling en mengselontwerp
Nota DRD1, doc. nr. 8, OCW, Brussel
Frölich, O.K. 1934
Druckverteilung von Baugrunde
Wien
Füchtbauer, H. en Reineck, H. 1963
Porosität und Verdichtung rezenter, mariner Sedimente Sedimentology, Vol. 2
Furnas, C.C. 1928
Relations between specific volume, voids and size composition in systems of broken solids of mixed sizes US Bureau of Mines, Report of investigations
Furnas, C.C. 1951
Grading aggregates
Mathematical relations for beds of broken solids of maximum density
Industrial Eng. Chem. Nr. 23, 1052/58
Gardner, C. e.a. 1990
Soil water content
Uit: Soil analysis, physical methods
Ed. Smith and Mullins/Marcel Dekker, Inc. New York, Basel, Hong Kong
Garrick, N.W. en Scholer, C.F. 1985
Rapid determination of base course strength using the Clegg Impact Tester
Transportation Research Record 1022
Gibbs, H.J. en Holtz, W.G. 1957
Research on determining the density of sands by spoon penetration testing
Proc. 4th Int. Conf. SMFE, London
Gibson, R.E. 1967
Some results concerning displacements and stresses in a non-homogeneous elastic half-space
Géotechnique 17
Grabe, J. 1992
Experimentelle und theoretische Untersuchungen zur flächendeckende dynamische Verdichtungskontrolle Veröffentl. Inst. für Bodenmechanik und Felsmechanik der Univ. Fridericiana, Karlsruhe
Grondmechanica Delft (GeoDelft) 1987
Leidingen grondig besproken; geotechnische aspecten bij ontwerp en aanleg
Symposium-verslag
Groot, M.B. de e.a. 1988
Slopes and densities of hydraulically placed sands
Proc. Spec. Conf. on Hydraulic Fill Structures, Fort Collins
Grootveld, H. 1996
Bepaling van de capillaire stijghoogte uit de pF-proef ten behoeve van wegbouwkundige constructies DWW-Rapport IR-R-96040
Gruber, N. 1980
Versuche zur dynamischen Verdichtungskontrolle durch eine Dynapac-Vibrationswalze CG 12 mit Kompactometer Rapp. Techn. Univ. München
Experimentelle und theoretische Untersuchungen zur flächendeckende dynamische Verdichtungskontrolle Veröffentl. Inst. für Bodenmechanik und Felsmechanik der Univ. Fridericiana, Karlsruhe
Grondmechanica Delft (GeoDelft) 1987
Leidingen grondig besproken; geotechnische aspecten bij ontwerp en aanleg
Symposium-verslag
Groot, M.B. de e.a. 1988
Slopes and densities of hydraulically placed sands
Proc. Spec. Conf. on Hydraulic Fill Structures, Fort Collins
Grootveld, H. 1996
Bepaling van de capillaire stijghoogte uit de pF-proef ten behoeve van wegbouwkundige constructies DWW-Rapport IR-R-96040
Gruber, N. 1980
Versuche zur dynamischen Verdichtungskontrolle durch eine Dynapac-Vibrationswalze CG 12 mit Kompactometer Rapp. Techn. Univ. München
Gupta, R.A. en McKeown, J.D. 1973
Effect of variations in minimum density on relative density
ASTM Spec. Tech. Publ. 523
1973
Gupta, S.C. en Larson, W.E. 1979
Estimating soil water retention characteristics from particle size distribution, organic matter percent and bulk density
Water Res. Res., Vol. 15, No. 6
Gutter, H.H. 1994
Maximale inklinking hangt niet af van zandsoort
Land en Water, nr. 1
Hansbo, S. 1975
Geotechnik
Almqvist en Wiksell, Gebers Förlage AB, Stockholm
Harison, J.A. 1987
Correlation between California Bearing Ratio and dynamic cone penetrometer strength measurements of soils
Proc. Inst. Civ. Eng., Part 2, 83, Dec.
Techn. Note 463, Ground Eng. Group
Effect of variations in minimum density on relative density
ASTM Spec. Tech. Publ. 523
1973
Gupta, S.C. en Larson, W.E. 1979
Estimating soil water retention characteristics from particle size distribution, organic matter percent and bulk density
Water Res. Res., Vol. 15, No. 6
Gutter, H.H. 1994
Maximale inklinking hangt niet af van zandsoort
Land en Water, nr. 1
Hansbo, S. 1975
Geotechnik
Almqvist en Wiksell, Gebers Förlage AB, Stockholm
Harison, J.A. 1987
Correlation between California Bearing Ratio and dynamic cone penetrometer strength measurements of soils
Proc. Inst. Civ. Eng., Part 2, 83, Dec.
Techn. Note 463, Ground Eng. Group
Hattori, M. e.a. 1991
The evaluation of materials for sand piles
Geo Cast ’91, Yokohama
Hazen, A. 1892
Some physical properties of sands and gravels with special use to their infiltration
24th Annual Rep. Massachusetts State
Board of Health
Heezen, F.T. en Stap, A.v.d. 1987
Zandstorten onder water
I2 Bouwkunde en Civiele Techniek, no. 7/8
Heijnen, W.J. en Wever, J. 1959
Some remarks concerning the investigations of the compaction of sand-fills
Proc. PIARC, Rio de Janeiro
Heijnen, W.J. 1972
Stabiliteit van gebouwen in samenhang met de vervormingseigenschappen van de bodem (vervolg) LGM-Mededelingen XV-2 (december)
Heleven, L. 1985
Une approche géometrique de la formulation des mélanges bitumineux
Troisième Symposium Eurobitume, Den Haag
Hergarden, H.J.A.M. 1990
Dichtheid grond controleren met handsondeerapparatuur
Land en Water 30, januari
Heukelom, W. en Foster, C.R. 1960
Dynamic testing of pavements
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PUDOC, Wageningen
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Artificial sand fills in water
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Holtz, W.G. 1973
The relative density approch-uses, testing requirements, reliability and shortcomings
ASTM Spec. Techn. Publ. 523
Hough, B.K. 1957
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Relatie CBR-conusweerstand
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Cone penetration of partially saturated sands
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Hazen, A. 1892
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Stabiliteit van gebouwen in samenhang met de vervormingseigenschappen van de bodem (vervolg) LGM-Mededelingen XV-2 (december)
Heleven, L. 1985
Une approche géometrique de la formulation des mélanges bitumineux
Troisième Symposium Eurobitume, Den Haag
Hergarden, H.J.A.M. 1990
Dichtheid grond controleren met handsondeerapparatuur
Land en Water 30, januari
Heukelom, W. en Foster, C.R. 1960
Dynamic testing of pavements
Proc. ASCE, Vol. 98
Hilf, J.W. 1975
Compacted fill (hoofdstuk 7)
Foundation Engineering Handbook
(Ed. Winterkorn en Fang)
Hoekstra, C. e.a. 1984
Dichtheid van Nederlandse zanden
Bodem en landschap kwalitatief en kwantitatief bekeken
PUDOC, Wageningen
Hoff, J. v.’t (ed.) 1992
Artificial sand fills in water
CUR-Report 152, Gouda
Holtz, W.G. 1973
The relative density approch-uses, testing requirements, reliability and shortcomings
ASTM Spec. Techn. Publ. 523
Hough, B.K. 1957
Basic soil engineering
The Ronald Press Cy., New York
Hoyinck, W.Th. 1976
Relatie CBR-conusweerstand
Jaarverslag Regionale Wegenbouw Laboratoria
Hryciw, R.D. en Dowding, C.H. 1987
Cone penetration of partially saturated sands
Geotechnical Testing Journ., Vol. 10, No. 3
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Relationship of aggregate voidage to gradation
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List of symbols, units and definitions
Int. Soc. of Soil Mech. and Found. Eng.
Jaky, J. 1944
The coefficient of earth pressure at rest
Journ. Soc. Hungarian Arch. Eng.
Recommended standard for the cone penetration test
(CPT) Afstudeerverslag TU, Delft Report of the subcommittee on standardisation of
penetration testing in Europe
Proc.9th Int. Conf. SMFE, Tokyo
I.S.S.M.F.E. 1981
List of symbols, units and definitions
Int. Soc. of Soil Mech. and Found. Eng.
Jaky, J. 1944
The coefficient of earth pressure at rest
Journ. Soc. Hungarian Arch. Eng.
Janbu, N. 1967
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Janbu, N. 1985
Soil models in offshore engineering
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Jänke, S. 1961
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Jänke, S. 1968
Zusammendrückbarkeit und Scherfestigkeit nichtbindiger Erdstoffe; ihre quantitative Ermittlung mit Hilfe einfacher Kennwerte und Feststellung der sie bestimmende Einfluss-faktoren
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Janse, E. 1979
Onderzoek naar de variatie van dichtheids-, stijfheids- en draagkrachtmetingen ten behoeve van de opleveringscontrole van een zandbed
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Proc. 1st Int. Symp. on Penetration Testing, Orlando
Settlement calculations based on the tangent modulus concept
Univ. of Trondheim, Norwegian Inst. of Technology, Bull. no. 2
Janbu, N. 1985
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Geotechnique, 35 (3)
Janbu, N. en Senneset, K. 1974
Effective stress interpretation of in situ static penetration tests
Proc. Europ. Symp. on Penetration Testing, Stockholm
Jänke, S. 1961
Verfahren zur Bestimmung des Rauhigkeitsgrades von Sanden
Baumaschine und Bautechnik 8, Heft 10
Jänke, S. 1968
Zusammendrückbarkeit und Scherfestigkeit nichtbindiger Erdstoffe; ihre quantitative Ermittlung mit Hilfe einfacher Kennwerte und Feststellung der sie bestimmende Einfluss-faktoren
Baumaschine unf Bautechnik, 15. Jahrgang, Heft 3 und 4
Janse, E. 1979
Onderzoek naar de variatie van dichtheids-, stijfheids- en draagkrachtmetingen ten behoeve van de opleveringscontrole van een zandbed
Janse, E. 1982
Dynamische meetmethoden in de wegenbouw
Intern LGM-rapport SE-690214
Jennings, J. en Burland, J.B. 1962
Limitations to the use of effective stresses in partly saturated soils
Geotechnique, Vol. 12, no. 2
Jones, R. 1962
Non-destructive testing of roads
Progress in applied materials research, Vol. 4
Heywood and Company Ltd.
Jamiolkowski, M. e.a. 1988
New correlations of penetration tests for design practice
Proc. 1st Int. Symp. on Penetration Testing, Orlando
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Jonker, J.F. 1966
Onderzoek naar de geschiktheid van de Proctorproef als controle op de mate van verdichting van zand
Rapport 7-66-1, Stevin Lab., TU-Delft
Joslin, J.G. 1958
Ohio’s typical moisture-density curves
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ASTM-STP 239
Jurgens, G.A. 1995
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Afstudeerverslag Vakgroep Waterbouwkunde, Fac. Civiele Techniek, TU Delft
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Karki, A. 2000
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Kérisel, J. 1958
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Kérisel, J. 1961
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Proc. 5th Int. Conf. SMFE, Paris
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Interne Notitie Lab. voor Weg- en Spoorwegbouwkunde, TH-Delft
Jonker, J.F. 1966
Onderzoek naar de geschiktheid van de Proctorproef als controle op de mate van verdichting van zand
Rapport 7-66-1, Stevin Lab., TU-Delft
Joslin, J.G. 1958
Ohio’s typical moisture-density curves
Symp. on application of soil testing in highway design and construction
ASTM-STP 239
Jurgens, G.A. 1995
Afzetten zand in beun hopperzuiger
Afstudeerverslag Vakgroep Waterbouwkunde, Fac. Civiele Techniek, TU Delft
Kabai, I. 1972
Zusammenhang zwischen Kornverteilung und Verdichtbarkeit
Diss. Univ. Boedapest
Kamp, W. te 1982
The influence of the rate of penetration on the cone
resistance qc in sand
Proc. 2nd Europ. Symp. Penetration Testing, Amsterdam
Karki, A. 2000
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MSc. Thesis, IHE, Delft
Kérisel, J. 1958
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Disc. Annales de L’Inst. Techn. du Bâtiment et des Travaux, Publ. no. 11
Kérisel, J. 1961
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Proc. 5th Int. Conf. SMFE, Paris
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Keverling Buisman, A.S. 1940
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Waltman, Delft
Kezdi, A. 1969
Handbuch der Bodenmechanik, Band 1, Bodenphysik VEB Verlag Berlin/Verlag der Ungar, Akad. Budapest
Kezdi, A. 1974
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Vol. 1, Soil physics
Elsevier Scient. Publ., Co., New York
Kezdi, A. 1976
Fragen der Bodenphysik
VDI-Verlag, Düsseldorf
Koerner, R.M. 1970
Effect of particle characteristics on soil strength
Journal S.M.F. Div., July
Kögler, F. 1933
Discussion of soil mechanics research
Trans ASCE 98
Kolbuszewski, J. 1965
Sand particles and their density
Material Science Club /s Springs, London
Koolen, A.J. 1974
A method for soil compactibility determination
Journ. Agriculture Eng., Res. 19
Koolen, A.J. en Kuipers, H. 1983
Agriculture soil mechanics
Springer Verlag
Koolen, A.J. en Vaandrager, P. 1984
Relationship between soil mechanical properties
Journ. Agriculture Eng. Res. 29
Koppejan, A.N. 1948
A formula combining the Terzaghi load compression relationship and the Buisman secular time effect
Proc. 2nd Int. Conf. SMFE, Rotterdam
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Stichting Oostelijk Wegenbouw Laboratorium
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Ueber die Vorgänge in körniger Schüttungen bei der Rüttelverdichtung
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Grundbau, TH-Karlsruhe
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Direct determination and indirect evaluation of relative density and its use on earthwork construction projects ASTM Spec. Techn. Publ. 523
Lambe, T.W. en Whitman, R.V. 1969
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John Wiley and Sons
Lane, K. en Washburn, D.E. 1946
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Langejan, A. 1972
Collegedictaat Grondmechanica
TU-Delft, afd. W en W
Lee, K.L. 1969
Particle breakage during high pressure testing
Proc. 7th Int. Conf. SMFE, Mexico, Specialty Session
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Lee, K.L. en Singh, A. 1971
Relative density and relative compaction
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Leslie, D.D. 1963
Large-scale triaxial tests on gravelly soils
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Critical density of sand
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Proc. Nat. Conf. on Statisical Qual. Control Methodology in Highway and Airfield Construction, Charlotsville, Virginia
Livneh, M. 1987
The use of dynamic cone penetrometers in determining the strength of existing pavements and subgrades
9th South-east Asian Geotechn. Conf, Bangkok
Livneh, M. 1989
In-situ CBR-testing by indirecxt methods
Proc. 12th Int. conf. SMFE, Rio de Janeiro
Livneh, M. en Ishai, I. 1983
In-situ tests versus design parameters for pavements on silty subgrades
Proc. 7th Asian Reg. Conf. SMFE., Haifa
Neuere Erkentnisse bei Ramm- und Drucksondierungen
Proc. 6th Conf. SMFE, Budapest
Kramer, H. en Richwien, W. 1980
Problems in construction of dams with uniform sands
Proc. Int. Conf. on Compaction, Paris
Kreeft, S.G. v.d. 1988
Over verdichten
Rapport nummer V
Stichting Oostelijk Wegenbouw Laboratorium
Krumbein, N.C. 1941
Measurement and geological significance of shape and roundness of sedimentary particles
Journ. of Sedimentary Petrology, Vol. 11
Kudla, W. e.a. 1991
Dynamischer Plattendruckversuch; Schnellprüfverfahren für die Qualitätssicherung von ungebundenen Schichten Strasse und Autobahn, no. 2
Kühn, G. 1956
Der gleislose Erdbau
Springer Verlag
Kuiper, P., Oord, v.d. 1992
Discussies rond een steekring; relaties tussen de ‘werkelijke’ dichtheid en de dichtheid gemeten met de volumesteekring
Rijkswaterstaat, DWW, rapp. MAE-R92049
Kutzner, C. 1962
Ueber die Vorgänge in körniger Schüttungen bei der Rüttelverdichtung
Veröffentl. des Inst. für Bodenmechanik und
Grundbau, TH-Karlsruhe
Kutzner, C. 1963
Betrachtungen über die Grösse der Kapillärkohäsion feuchter Sanden
Die Bautechnik 10
Lacroix, Y. en Horn, H.M. 1973
Direct determination and indirect evaluation of relative density and its use on earthwork construction projects ASTM Spec. Techn. Publ. 523
Lambe, T.W. en Whitman, R.V. 1969
Soil mechanics
John Wiley and Sons
Lane, K. en Washburn, D.E. 1946
Capillary tests by capillarimeter and by soil filter tubes Proc. Highway Res. Board
Langejan, A. 1972
Collegedictaat Grondmechanica
TU-Delft, afd. W en W
Lee, K.L. 1969
Particle breakage during high pressure testing
Proc. 7th Int. Conf. SMFE, Mexico, Specialty Session
no. 13
Lee, K.L. en Singh, A. 1971
Relative density and relative compaction
Journ. SMF Div., Proc. ASCE, Vol. 97, SM 7, July
Lees, G. en Bindra, S.R. 1982
Proc. Australian Road Res. Board, Vol. 8
Leslie, D.D. 1963
Large-scale triaxial tests on gravelly soils
Proc. 2nd Pan Am. Conf. SMFE, Brasil
Lindenberg, J. en Koning, H.L. 1981
Critical density of sand
Géotechnique 31, no. 2
Liu, T.K. en Thompson, M.R. 1966
Proc. Nat. Conf. on Statisical Qual. Control Methodology in Highway and Airfield Construction, Charlotsville, Virginia
Livneh, M. 1987
The use of dynamic cone penetrometers in determining the strength of existing pavements and subgrades
9th South-east Asian Geotechn. Conf, Bangkok
Livneh, M. 1989
In-situ CBR-testing by indirecxt methods
Proc. 12th Int. conf. SMFE, Rio de Janeiro
Livneh, M. en Ishai, I. 1983
In-situ tests versus design parameters for pavements on silty subgrades
Proc. 7th Asian Reg. Conf. SMFE., Haifa
Livneh, M. en Ishai, I. 1987
The relationship between SPT and in-situ CBR-values for subgrades and pavements in arid zones
Proc. 8th Asian Reg. Conf. SMFE, Kyoto
Livneh, M. e.a. 1997
Determining a pavement modulus from portable FWD testing (Loadman)
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Loof, H.W. 1962
De theorie van de gekoppelde verende ondersteuning
Heron 10, No. 2 Proc. 1st Conf. SDAP. Michigan
Loudon, A.G. 1952
The computation of permeability from simple soil tests Géotechnique 3 (2)
Löwenberg, H. 1963
Einbau, Verdichtung und Verdichtungsprüfung von Sand beim Spülverfahren im Strassenbau
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Various properties of natural sands for Netherlands highway engineering
SCW-Record 4, Studiecentrum Wegenbouw, Arnhem
Lubking, P. e.a. 1980
Investigation of the variation of density, rigidity and bearing capacity measuring results on behalf of the acceptance control of sand subbases
Proc. Int. Conf. on Compaction, Paris
Luger, H.J. e.a. 1982
Aspects of penetrometer tests in clay
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Lunne, T. e.a. 1989
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Proc. 12th Int. Conf. SMFE, Rio de Janeiro
Lunne, T. en Christoffersen, H.P. 1983
Interpretation of cone penetrometer data for offshore sands
Proc. 15th Annual Offshore Technology Conf., Houston
The relationship between SPT and in-situ CBR-values for subgrades and pavements in arid zones
Proc. 8th Asian Reg. Conf. SMFE, Kyoto
Livneh, M. e.a. 1997
Determining a pavement modulus from portable FWD testing (Loadman)
Geotechn. Testing Journal, Vol. 20, No. 4
Loof, H.W. 1962
De theorie van de gekoppelde verende ondersteuning
Heron 10, No. 2 Proc. 1st Conf. SDAP. Michigan
Loudon, A.G. 1952
The computation of permeability from simple soil tests Géotechnique 3 (2)
Löwenberg, H. 1963
Einbau, Verdichtung und Verdichtungsprüfung von Sand beim Spülverfahren im Strassenbau
Mitt. Franzius-Inst. für Grund- und Wasserbau der TH Hannover, Heft 23
Lubking, P. e.a. 1979
Various properties of natural sands for Netherlands highway engineering
SCW-Record 4, Studiecentrum Wegenbouw, Arnhem
Lubking, P. e.a. 1980
Investigation of the variation of density, rigidity and bearing capacity measuring results on behalf of the acceptance control of sand subbases
Proc. Int. Conf. on Compaction, Paris
Luger, H.J. e.a. 1982
Aspects of penetrometer tests in clay
Proc. 2nd Europ. Symp. Penetratrion Testing, Amsterdam
Lunne, T. e.a. 1989
General report/discussion session 2: SPT, CPT, pressuremeter testing and recent developments in in-situ testing. Part 1
Proc. 12th Int. Conf. SMFE, Rio de Janeiro
Lunne, T. en Christoffersen, H.P. 1983
Interpretation of cone penetrometer data for offshore sands
Proc. 15th Annual Offshore Technology Conf., Houston
Marcuson, W.F. 1978
Determination of in situ density of sands
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ASTM-STP 654
Determination of in situ density of sands
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ASTM-STP 654
Meave Silva, O. 1999
Shallow cone penetration test; shallow penetration tests in dense saturated sand
MSc. Thesis, IHE, Delft
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MSc. Thesis, IHE, Delft
McLeod, N.W. 1962
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Proc. 1st Conf. SDAP. Michigan
Melzer, J.K. 1968
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Mello, V. de 1971
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Meyerhof, G.G. 1951
The ultimate bearing capacity of foundations Geotechnique 2
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Cone resistance as measure of sand strength
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Sondenuntersuchungen im Sand
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Mello, V. de 1971
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Proc. 4th Pan Am Conf SMFE, Puerto Rico
Meyerhof, G.G. 1951
The ultimate bearing capacity of foundations Geotechnique 2
Meyerhof, G.G. 1956 Penetration tests and bearing capacity of cohesion-less soils
Proc. ASCE 82, SM1
Meyerhof, G.G. 1974
Penetration testing outside Europe; general report Europ. Symp. on Penetration Testing, Stockholm
Mierlo, W.C. van en Koppejan, A.C. 1952
Lengte en draagvermogen van heipalen
Bouw, jan.
Mitchell, J.K. en Gardner, W.S. 1975
In-situ measurement of volume change characteristics ASCE Spec. Conf. Raleigh
Mitchell, J.K. en Lunne, T. 1978
Cone resistance as measure of sand strength
Journal Geotechn. Eng. Div.
Proc. ASCE, Vol. 104 No. GT7
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Die Zusammendruckbarkeit von Sand
Mitt. Inst. f. Verkehrswasserbau, Grundbau und Bodenmechanik der TH-Aachen
Mogami, T. 1964
A statistical approach to the mechanics of granular materials
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Mitt. Inst. f. Verkehrswasserbau, Grundbau und Bodenmechanik der TH-Aachen
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A statistical approach to the mechanics of granular materials
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Geotechnik 8, 2
Mugambe, R. 1999
Shallow cone penetration test; influences of apparent cohesion on cone penetration in unsaturated sand
MSc. Thesis, IHE, Delft
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On the relation of the bearing capacity factors, the modulus of elasticity and the cone resistance
Proc. Europ. Symp. on Penetration Testing, Stockholm
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Comparative study of static and dynamic penetration tests currently in use in Japan
Proc. 2nd Europ. Symp. on Penetration Testing, Amsterdam
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Evaluatie uitgevoerde zandsluitingen
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Soil classification and site characterisation using the CPT First Int.Symp. on Pen. test, ISOPT I, Florida
Onstenk, E. 1991
Toepassingsmogelijkheden van de Clegg-hammer Intron-rapport nr. 91127
Overby, C. 1982
A comparison between Benkelman beam, DCP and Clegg-hammer measurements for pavement strength evaluation Proc. Int. Symp. in Bearing Capacity of Roads and Airfields, Trondheim
Parry, R.H.G. 1978
Estimating foundation settlements in sand from plate bearing tests
Géotechnique 28, No. 1
P.C.A. 1973
Design of concrete airport pavements
Portland Cement Association
Peck, R.B. e.a. 1974
Foundation Engineering
John Wiley and Sons, New York
Placzek, D. 1985
Vergleichende Untersuchungen beim Einsatz statischer und dynamischer Sonden
Geotechnik 8, 2
Mugambe, R. 1999
Shallow cone penetration test; influences of apparent cohesion on cone penetration in unsaturated sand
MSc. Thesis, IHE, Delft
Muhs,H. 1974
On the relation of the bearing capacity factors, the modulus of elasticity and the cone resistance
Proc. Europ. Symp. on Penetration Testing, Stockholm
Muromachi, T. en Kobayashi, S. 1982
Comparative study of static and dynamic penetration tests currently in use in Japan
Proc. 2nd Europ. Symp. on Penetration Testing, Amsterdam
Nelissen, H. e.a. 1984
Evaluatie uitgevoerde zandsluitingen
Laboratorium voor Grondmechanica. Intern rapport CO-416619/8
Newman, J.W. 1982
Dynaflect dynamic deflection determination system
Proc. 1st Int. Conf. on Bearing Capacity of Roads and Airfields, Trondheim
Nieuwenhuis, J.D., Ruijgrok, P. 1978
Measurement of in-situ density of thick fill layers by radiometric methods
Proc. IAEG Int. Congr., Madrid
Nijboer, L.W. 1948
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Elsevier
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Robertson, P.K. 1990
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Can. Geotechn. Journal 20
Saini, G.R. e.a. 1984
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Proc. 1st Europ. Symp. on Penetration Testing, Stockholm
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Elsevier Publ. Company, Noord-Holland
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Schlick 1978
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Strassenbau und Strassenverkehrstechnik, Heft 259
Influence of density on sounding results in dry, moist and saturated sand
Proc. 4th Int. Conf. SMFE, London
Polytechnisch Zakboek 1993
Civiele Techniek, Hoofdstuk 3. Grondwerken Kon. PBNA, Arnhem
1993
Porter, O.J. 1949
Development of CBR flexible pavement design for airfields; development of the original method for highway design
Proc. ASCE, Vol. 75
Poulos, S.J. and Hed, A. 1973
Density measurements in a hydraulic fill ASTM Spec. Techn. Publ. 523
Powers, M.C. 1953
A new roundsness scale for sedimentary particles Journal of Sedimentary Petrology, Vol. 23, No. 2
Prandtl, L. 1920
Ueber die Harte plastischer Körper
Nachrichte Gesellsch. der Wissensch., Göttingen
Proctor, R.R. 1933
Fundamental principles of soil compaction Eng. News Rec., Vol. III, New York
Puckett, W.E. e.a. 1985
Physical and mineralogical data to determine soil hydraulic properties
Soil Science Soc. Am. Journal 49-4
Puech, A. e.a. 1974
Contribution to the study of static and dynamic penetrometers
Proc. 1st Europ. Symp. Penetration Testing, Stockholm
Pyke, R.M. e.a. 1978
Liquefaction potential of hydraulic fills
Journal Geotechn. Eng. Div., Proc. ASCE, Vol. 14, GT 11
Ramiah, B.K. e.a.1970
Experimental study of permeability characteristics in sands
Proc. 2nd South Fast Asian Conf. SMFE, Singapore
Rattay, W., Bilz, P. 1974
Grabenstabilität in gleichformigen Sanden
Proc. 4th Donau-Europ. Conf. SMFE, Bled
Rex, H.M. en Peck, R.B. 1956
A laboratory test to evaluate particles
Public Roads, Dec.
Riel, W.J. van 1976
De ondoorgrondelijke doorlatendheid
Sticht. Postac. Vorming
Gezondheidstechniek, DGV-TNO
Robertson, P.K. 1990
Soil classification using the cone penetration test
Can. Geotechn. Journal, Vol. 2, No. 1
Robertson, P.K. en Campanella, R.G. 1983
Interpretation of cone penetration tests
Part I: sand
Can. Geotechn. Journal 20
Saini, G.R. e.a. 1984
Compactibility indexes of some agriculture soils of New Brunswick, Canada
Soil Science, Vol. 137, No. 1
Sanglerat, G. 1974
Direct soil classification by static penetrometers with special friction sleeve
Proc. 1st Europ. Symp. on Penetration Testing, Stockholm
Sanglerat, G. 1972
The penetrometer and soil exploration
Elsevier Publ. Company, Noord-Holland
Scala, A.J. 1956
Simple methods of flexible pavement design using cone penetrometers
Proc. Soc. Austr.-New Zealand Conf. SMFE, Jan., Christchurch
Scherpbier, E. 1988
Volumeverandering van zanden bij diverse bewerkingen als functie van het vochtgehalte
Stageverslag Grondmechanica Delft
Schlick 1978
Auflockerungs- und Verdichtungsfaktor von Locker- und Felsböden
Strassenbau und Strassenverkehrstechnik, Heft 259
Schmertmann, J.H. 1976
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Fugro type electric cone
W.E.S. Vicksburg, Contract report DACW39-M6646
Schmertmann, J.H. 1978
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US Dept. of Transportation, Fed. Highway Admin.
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Proc. 7th Europ. Conf.SMFE, Brighton
Selig, E.T. en Ladd, R.S. 1973
Evaluation of relative density; measurements and applications
ASTM Spec. Techn. Publ. 523
Shanker, R. 2000
Cone penetration test at shallow depth in sand; the influence of equipment and ageing
MSc.Thesis IHE, Delft
Shockley, W.G. en Garber, P.K. 1953
Correlation of some physical properties of sand
Proc. Int. Conf. SMFE
Siedek, P. en Voss, R. 1955
Ueber die Lagerungsdichte und den Verformungswiderstand von Korngemischen
Strasse und Autobahn, Heft 8
An updated correlation between relative density D and
Fugro type electric cone
W.E.S. Vicksburg, Contract report DACW39-M6646
Schmertmann, J.H. 1978
Guidelines for cone penetration tests; performance and design
US Dept. of Transportation, Fed. Highway Admin.
Washington DC, FWHA-TS-78-209
US Dept. of Transportation
Schuh, W.M. en Bauder, J.W. 1986
Effect of soil properties on hydraulic conductivity-moisture relationship
Soil Science Soc. Am. Journal 50
Schultze, E. 1968
Der Reibungswinkel nicht-bindiger Böden
Der Bauingenieur, Heft 9, September
Schultze, E. 1974
Interpretation of results of dynamic penetration tests Group discussions
Proc. 1st Europ. Symp. Penetration Testing, Stockholm
Schultze, E. en Melzer, K.J. 1965
The determination of the density and the modulus of compressibility of non-cohesive soils by soundings Proc. 6th Int. Conf. SMFE, Montreal
Schultze, E. en Muhs, H. 1967
Bodenuntersuchungen für Ingenieursbauten
Springer Verlag, Berlin
Scott, R.E. 1981
Foundation analysis
Prentice Hall, Civ. Eng. and Eng. Mech. Series
SCW (CROW) 1971
Ontwerp flexibele verhardingen; algemene beschouwingen
Mededeling 28; Studiecentrum Wegenbouw, Arnhem
SCW (CROW) 1972
Nucleaire meetmethoden in de wegenbouw
Mededeling 30; Studiecentrum Wegenbouw, Arnhem
SCW (CROW) 1975
SCW-classificatie van zand
Mededeling 38, Rapport Werkgroep F4
(Zandbed)
Studiecentrum Wegenbouw, Arnhem
SCW (CROW) 1978
Nucleaire meetmethoden in de wegenbouw
Mededeling 45; Studiecentrum Wegenbouw, Arnhem
SCW (CROW) 1980
Samenvattende litteratuurstudie inzake verdichting van grond
Mededeling 47, Rapport Werkgroep F7 (Verdichting van de zandbaan)
Studiecentrum Wegenbouw, Arnhem
SCW (CROW) 1984
Zandwinning voor wegen: Waar en hoe?
Rapport Werkgroep G1 (Kwaliteit en winbaarheid van zand)
Studiecentrum Wegenbouw, Arnhem
SCW (CROW) 1986
’t Kan vriezen of dooien
Rapport werkgroep E4 ‘Vorst- en opdooischade’, Studiecentrum Wegenbouw, Arnhem
Searle, I.W. 1979
The interpretation of Begemann friction jacket cone results to give soil types and design parameters
Proc. 7th Europ. Conf.SMFE, Brighton
Selig, E.T. en Ladd, R.S. 1973
Evaluation of relative density; measurements and applications
ASTM Spec. Techn. Publ. 523
Shanker, R. 2000
Cone penetration test at shallow depth in sand; the influence of equipment and ageing
MSc.Thesis IHE, Delft
Shockley, W.G. en Garber, P.K. 1953
Correlation of some physical properties of sand
Proc. Int. Conf. SMFE
Siedek, P. en Voss, R. 1955
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