-
1
-
-
0024773854
-
Modulus of sands from CPT and DMT
-
Rio de Janeiro, Rotterdam: Balkema
-
Baldi, G., Bellotti, R., Ghionna, V.N., Jamiolkowski, M. & Lo Presti, D.C.F. 1989. Modulus of Sands from CPT and DMT. XII ICSMFE, Rio de Janeiro, Vol. 1, pp. 165-170, Rotterdam: Balkema.
-
(1989)
ICSMFE
, vol.1-12
, pp. 165-170
-
-
Baldi, G.1
Bellotti, R.2
Ghionna, V.N.3
Jamiolkowski, M.4
Lo Presti, D.C.F.5
-
2
-
-
0026358325
-
The critical state of sands
-
Been, K., Jefferies, M.G. & Hachey, J. 1991. The critical state of sands. Géotechnique, 41(3): 365-381.
-
(1991)
Géotechnique
, vol.41
, Issue.3
, pp. 365-381
-
-
Been, K.1
Jefferies, M.G.2
Hachey, J.3
-
3
-
-
0022082462
-
A state parameter for sands
-
Been, K. & Jefferies, M.G. 1985. A state parameter for sands. Géotechnique, 35(2): 91-112.
-
(1985)
Géotechnique
, vol.35
, Issue.2
, pp. 91-112
-
-
Been, K.1
Jefferies, M.G.2
-
4
-
-
0022674149
-
The strength and dilatancy of sands
-
Bolton, M.D. 1986. The strength and dilatancy of sands. Géotechnique, 36(1): 65-78.
-
(1986)
Géotechnique
, vol.36
, Issue.1
, pp. 65-78
-
-
Bolton, M.D.1
-
5
-
-
0001109932
-
Discussion
-
Bolton, M.D. 1987. Discussion. Géotechnique, 37(2): 225-226.
-
(1987)
Géotechnique
, vol.37
, Issue.2
, pp. 225-226
-
-
Bolton, M.D.1
-
6
-
-
34547132104
-
Influence of grain size on the compressibility of Venice Lagoon soils
-
Istanbul, Rotterdam: Balkema
-
Biscontin, G., Pestana, J., Cola, S. & Simonini, P. 2001. Influence of grain size on the compressibility of Venice Lagoon soils. XV ICSMGE, Istanbul, Vol.1, pp. 35-38, Rotterdam: Balkema.
-
(2001)
ICSMGE
, vol.1-15
, pp. 35-38
-
-
Biscontin, G.1
Pestana, J.2
Cola, S.3
Simonini, P.4
-
7
-
-
84857843664
-
A unified compression model for the Venice lagoon natural silts
-
submitted
-
Biscontin, G., Pestana, J., Cola, S. & Simonini, P. 2006. A unified compression model for the Venice lagoon natural silts. J. of Geotechnical and Geoenvironmental Eng., ASCE, submitted.
-
(2006)
J. of Geotechnical and Geoenvironmental Eng., ASCE
-
-
Biscontin, G.1
Pestana, J.2
Cola, S.3
Simonini, P.4
-
8
-
-
0010344732
-
Late-pleistocene and postglacial stratigraphy of a sediment core from the lagoon of venice (Italy)
-
Venezia
-
Bonatti, E. 1968. Late-Pleistocene and Postglacial Stratigraphy of a Sediment Core from the Lagoon ofVenice (Italy). Mem. Biog. Adr., Venezia, Vol. VII (Suppl.), pp. 9-26.
-
(1968)
Mem. Biog. Adr.
, vol.7
, Issue.SUPPL.
, pp. 9-26
-
-
Bonatti, E.1
-
9
-
-
3042806524
-
A new interpretation of the compressibility of Venetian silty-clay soils
-
Thomas Telford, London, UK
-
Butterfield, R., Gottardi, G., Simonini, P. & Cola, S. 2003. A new interpretation of the compressibility of Venetian silty-clay soils. BGA International Conference on Foundations, Innovations, Observations, Design and Practice, Vol. 1, pp. 149-159, Thomas Telford, London, UK.
-
(2003)
BGA International Conference on Foundations, Innovations, Observations, Design and Practice
, vol.1
, pp. 149-159
-
-
Butterfield, R.1
Gottardi, G.2
Simonini, P.3
Cola, S.4
-
11
-
-
0002710851
-
Some remarks on the behavior of Venetian silts
-
Rotterdam: Balkema
-
Cola, S.&Simonini, P. 1999. Some remarks on the behavior ofVenetian silts, 2nd Int. Symp. on Pre-failure behaviour of geomaterials, IS Torino 99, pp. 167-174, Rotterdam: Balkema.
-
(1999)
2nd Int. Symp. on Pre-failure Behaviour of Geomaterials, IS Torino
, vol.99
, pp. 167-174
-
-
Cola, S.1
Simonini, P.2
-
12
-
-
0036025548
-
Mechanical behaviour of silty soils of the Venice lagoon as a function of their grading properties
-
Cola, S & Simonini, P. 2002. Mechanical behaviour of silty soils of the Venice lagoon as a function of their grading properties. Canadian Geotechnical J., 39(4): 879-893.
-
(2002)
Canadian Geotechnical J.
, vol.39
, Issue.4
, pp. 879-893
-
-
Cola, S.1
Simonini, P.2
-
13
-
-
84857810816
-
La difesa di Venezia dai fiumi e dal mare
-
Colombo, P. 1986. La difesa di Venezia dai fiumi e dal mare. Rivista Italiana di Geotecnica, 20, 73-92.
-
(1986)
Rivista Italiana di Geotecnica
, vol.20
, pp. 73-92
-
-
Colombo, P.1
-
14
-
-
84857823771
-
Caratteristiche geotecniche di alcuni terreni tipici dei bacini di Malamocco e Chioggia nella laguna di Venezia
-
in italian
-
Colombo, P. & Matteotti, G. 1967. Caratteristiche geotecniche di alcuni terreni tipici dei bacini di Malamocco e Chioggia nella laguna di Venezia. Atti dell'Istituto Veneto di Scienze, Lettere ed Arti. Tomo CXXV, 312-323. (in italian)
-
(1967)
Atti Dell'Istituto Veneto di Scienze, Lettere Ed Arti.
, vol.125
, pp. 312-323
-
-
Colombo, P.1
Matteotti, G.2
-
15
-
-
34447649020
-
Soil properties by computed tomography and needle probe method
-
Danish Geotechnical Society, Copenhagen
-
Cortellazzo, G., Bellis, G., Dalla Vedova, B., Ramigni, M. & Simonini, P. 1995. Soil properties by computed tomography and needle probe method. Proc. 11th ECSMFE, Copenhagen, Danish Geotechnical Society, Copenhagen.
-
(1995)
Proc. 11th ECSMFE, Copenhagen
-
-
Cortellazzo, G.1
Bellis, G.2
Dalla Vedova, B.3
Ramigni, M.4
Simonini, P.5
-
17
-
-
84857823767
-
-
Department of Earth Sciences of University of Ferrara. Rapporto Finale. (In Italian)
-
Department of Earth Sciences of University of Ferrara 2004. Analisi della carota CH1T prelevata a Bocca di Lido (Venezia). Rapporto Finale. (In Italian)
-
(2004)
Analisi della Carota CH1T Prelevata A Bocca di Lido (Venezia)
-
-
-
18
-
-
0004068505
-
Dynamic properties and seismic response of soft clay deposits
-
Soc. Mex. Mech. Suelos
-
Dobry, R. &Vucetic, M. 1987. Dynamic properties and seismic response of soft clay deposits. Int. Symp. on Geotech. Eng. of Soft Soils. Vol. 2, Soc. Mex. Mech. Suelos.
-
(1987)
Int. Symp. on Geotech. Eng. of Soft Soils
, vol.2
-
-
Dobry, R.1
Vucetic, M.2
-
19
-
-
0001550511
-
Static penetration resistance of soils: I. Analysis
-
Raleigh, NC
-
Durgunoglu, H.T. & Mitchell, J.K. 1975. Static penetration resistance of soils: I. Analysis. Proc. ASCE, Specialty Conference on In Situ Measurements of Soil Properties, Raleigh, NC, Vol.1, pp. 151-172.
-
(1975)
Proc. ASCE, Specialty Conference on in Situ Measurements of Soil Properties
, vol.1
, pp. 151-172
-
-
Durgunoglu, H.T.1
Mitchell, J.K.2
-
20
-
-
0004015888
-
Aspetti paleoecologici, sedimentologici e geochimici dei sedimenti attraversati dal pozzo VE1bis
-
Venezia. (in italian)
-
Favero, V., Alberotanza, L. & Serandrei Barbero, R. 1973. Aspetti paleoecologici, sedimentologici e geochimici dei sedimenti attraversati dal pozzo VE1bis. CNR, Laboratorio per lo studio della dinamica delle grandi masse, Rapporto tecnico n.63, Venezia. (in italian)
-
(1973)
CNR, Laboratorio per Lo Studio della Dinamica Delle Grandi Masse, Rapporto Tecnico N
, vol.63
-
-
Favero, V.1
Alberotanza, L.2
Serandrei Barbero, R.3
-
21
-
-
0038012457
-
Significato stratigrafico, comportamento meccanico e distribuzione nella Laguna di Venezia di un'argilla sovraconsolidata nota come "caranto"
-
Venezia. (in italian)
-
Gatto, P. & Previatello, P. 1974. Significato stratigrafico, comportamento meccanico e distribuzione nella Laguna di Venezia di un'argilla sovraconsolidata nota come "Caranto". CNR, Laboratorio per lo studio della dinamica delle grandi masse, Rapporto tecnico n.70, Venezia. (in italian)
-
(1974)
CNR, Laboratorio per Lo Studio della Dinamica Delle Grandi Masse, Rapporto Tecnico N
, vol.70
-
-
Gatto, P.1
Previatello, P.2
-
22
-
-
84857890966
-
The Venice lagoon project. Mobile barriers at the lagoon inlets for controlling high tides
-
ITCOLD, Italian Committee for Large Dams, May 24th. Florence, Patron, Bologna
-
Gentilomo, M. 1997. The Venice lagoon project. Mobile barriers at the lagoon inlets for controlling high tides. Symposium"Venice and Florence. A complex dialogue with water.", ITCOLD, Italian Committee for Large Dams, May 24th. Florence, 31-53, Patron, Bologna.
-
(1997)
Symposium "venice and Florence. A Complex Dialogue with Water."
, pp. 31-53
-
-
Gentilomo, M.1
-
23
-
-
84866900215
-
A comparative study of piezocone tests on the silty soils of theVenice lagoon (Treporti Test Site)
-
Porto, Rotterdam: Millpress
-
Gottardi, G. &Tonni, L. 2004.A comparative study of piezocone tests on the silty soils of theVenice lagoon (Treporti Test Site). ISC-2, Geotechnical and Geophysical Site Characterization, Porto, Vol. 2, pp. 1643-1649, Rotterdam: Millpress.
-
(2004)
ISC-2, Geotechnical and Geophysical Site Characterization
, vol.2
, pp. 1643-1649
-
-
Gottardi, G.1
Tonni, L.2
-
24
-
-
0020642586
-
Anistropic elasticity of a natural clay
-
Graham, J. & Houlsby, G.T. 1983. Anistropic elasticity of a natural clay. Géotechnique, 33(2): 165-180.
-
(1983)
Géotechnique
, vol.33
, Issue.2
, pp. 165-180
-
-
Graham, J.1
Houlsby, G.T.2
-
25
-
-
0346056718
-
An oedometer test study on the preconsolidation stress of glaciomarine clays
-
Grozic, J.L.H., Lunne, T. & Pande, S. 2003. An oedometer test study on the preconsolidation stress of glaciomarine clays. Canadian Geotechnical J., 40: 857-872.
-
(2003)
Canadian Geotechnical J.
, vol.40
, pp. 857-872
-
-
Grozic, J.L.H.1
Lunne, T.2
Pande, S.3
-
26
-
-
0000794866
-
Vibration modulus of normally consolidated clay
-
Hardin, B.O. & Black, W.L. 1969. Vibration modulus of normally consolidated clay. J. of SMFE Div., Proc. ASCE, 95(SM1): 33-65.
-
(1969)
J. of SMFE Div., Proc. ASCE
, vol.95
, Issue.SM1
, pp. 33-65
-
-
Hardin, B.O.1
Black, W.L.2
-
27
-
-
0000625857
-
Shear modulus and damping in soils: Design equations and curves
-
Hardin, B.O. & Drnevich, V.P. 1972. Shear modulus and damping in soils: design equations and curves. J. of SMFE Div., Proc. ASCE, 98(SM7): 667-692.
-
(1972)
J. of SMFE Div., Proc. ASCE
, vol.98
, Issue.SM7
, pp. 667-692
-
-
Hardin, B.O.1
Drnevich, V.P.2
-
28
-
-
0034304833
-
Blocking the tide
-
Harleman, D.R.F., Bras, R.L., Rinaldo, A. & Malanotte, P. 2000. Blocking the Tide, Civil Engineering, ASCE: 52-57.
-
(2000)
Civil Engineering, ASCE
, pp. 52-57
-
-
Harleman, D.R.F.1
Bras, R.L.2
Rinaldo, A.3
Malanotte, P.4
-
29
-
-
2142666928
-
Statistical correlation between Vs and cone penetration data for different soil types
-
Linkoeping, Swedish Geotechnical Society
-
Hegazy, Y.A. & Mayne, P.W. 1995. Statistical correlation between Vs and cone penetration data for different soil types. Int. Symposium on Penetration Testing, CPT '95, Linkoeping, Vol. 2, pp.173-178, Swedish Geotechnical Society.
-
(1995)
Int. Symposium on Penetration Testing, CPT '95
, vol.2
, pp. 173-178
-
-
Hegazy, Y.A.1
Mayne, P.W.2
-
30
-
-
0025521444
-
Small-strain-shear modulus of soil by dilatometer
-
Hryciw, R.D. 1990. Small-strain-shear modulus of soil by dilatometer. Journal of Geotechnical Engineering, ASCE, 116(11): 1700-1716.
-
(1990)
Journal of Geotechnical Engineering, ASCE
, vol.116
, Issue.11
, pp. 1700-1716
-
-
Hryciw, R.D.1
-
31
-
-
0016477434
-
Undrained strength and deformation of sand under cyclic stresses
-
Ishihara, K., Tatsuoka, F., & Yashuda, S. 1975. Undrained strength and deformation of sand under cyclic stresses. Soils and Foundations, 15(1): 29-44.
-
(1975)
Soils and Foundations
, vol.15
, Issue.1
, pp. 29-44
-
-
Ishihara, K.1
Tatsuoka, F.2
Yashuda, S.3
-
32
-
-
0000051135
-
New correlations of penetration tests for design practice
-
ISOPT-1, Balkema, Rotterdam
-
Jamiolkowski, M., Ghionna, V.N., Lancellotta, R. & Pasqualini, E. 1988. New correlations of penetration tests for design practice, Penetration Testing 88, ISOPT-1, pp. 263-296, Balkema, Rotterdam.
-
(1988)
Penetration Testing
, vol.88
, pp. 263-296
-
-
Jamiolkowski, M.1
Ghionna, V.N.2
Lancellotta, R.3
Pasqualini, E.4
-
33
-
-
0000579666
-
Soil compressibility as determined by oedometer and triaxial tests
-
Wiesbaden
-
Janbu, N. 1963. Soil compressibility as determined by oedometer and triaxial tests. Proc. 3rd ECSMFE,Wiesbaden, Vol. 1, pp. 245-251.
-
(1963)
Proc. 3rd ECSMFE
, vol.1
, pp. 245-251
-
-
Janbu, N.1
-
34
-
-
84999520327
-
Anewmethod of measuring deformations in diaphragmwalls and piles
-
Kovari, K.&Amstad, C. 1982.Anewmethod of measuring deformations in diaphragmwalls and piles. Geotéchnique, 22(4): 402-406.
-
(1982)
Geotéchnique
, vol.22
, Issue.4
, pp. 402-406
-
-
Kovari, K.1
Amstad, C.2
-
35
-
-
0006025534
-
Calibration of dilatometer correlations
-
ISOPT-1, Rotterdam: Balkema
-
Lacasse, S. & Lunne, T. 1988. Calibration of dilatometer correlations, Penetration Testing 88, ISOPT-1, pp. 539-548, Rotterdam: Balkema.
-
(1988)
Penetration Testing
, vol.88
, pp. 539-548
-
-
Lacasse, S.1
Lunne, T.2
-
36
-
-
0000830492
-
Drained strength characteristics of sands
-
Lee, K.L. & Seed, H.B. 1967. Drained strength characteristics of sands. J. Soil Mech. Found. Div., ASCE, 99(SM6): 117-141.
-
(1967)
J. Soil Mech. Found. Div., ASCE
, vol.99
, Issue.SM6
, pp. 117-141
-
-
Lee, K.L.1
Seed, H.B.2
-
37
-
-
1842654515
-
Behaviour and properties of natural soils and soft rocks
-
Tan et al. eds., Swets and Zeitlinger, The Netherlands
-
Leroueil, S. & Hight, D.W. 2002. Behaviour and properties of natural soils and soft rocks. Overview paper. Characterization and Engineering Properties of Natural Soils, Vol. 1, pp. 29-254, Tan et al. eds., Swets and Zeitlinger, The Netherlands.
-
(2002)
Overview Paper. Characterization and Engineering Properties of Natural Soils
, vol.1
, pp. 29-254
-
-
Leroueil, S.1
Hight, D.W.2
-
38
-
-
14644443987
-
Natural soils: Geotechnical Behaviour and Geological knowledge
-
Tan et al. eds., Swets and Zeitlinger, The Netherlands
-
Locat. J., Tanaka, H., Tan, T.S., Dasari, G.R. & Lee, H. 2003. Natural soils: Geotechnical Behaviour and Geological knowledge. Overview paper. Characterization and Engineering Properties of Natural Soils, Vol. 1, pp. 3-28, Tan et al. eds., Swets and Zeitlinger, The Netherlands.
-
(2003)
Overview Paper. Characterization and Engineering Properties of Natural Soils
, vol.1
, pp. 3-28
-
-
Locat, J.1
Tanaka, H.2
Tan, T.S.3
Dasari, G.R.4
Lee, H.5
-
40
-
-
0019260504
-
In situ tests by flat dilatometer
-
Marchetti, S. 1980. In situ tests by flat dilatometer, J. of Geot. Eng., ASCE, 106(GT3): 299-321.
-
(1980)
J. of Geot. Eng., ASCE
, vol.106
, Issue.GT3
, pp. 299-321
-
-
Marchetti, S.1
-
42
-
-
79954582315
-
DMT- predicted vs. measured settlements under a full-scale instrumented embankment at Treporti (Venice), Italy
-
Porto, Rotterdam: Millpress
-
Marchetti, S., Monaco, P., Calabrese, M. & Totani, G. 2004. DMT- predicted vs. measured settlements under a full-scale instrumented embankment at Treporti (Venice), Italy. ISC'02, Geotechnical and Geophysical Site Characterization, Porto, Vol. 2, pp. 1511-1518, Rotterdam: Millpress.
-
(2004)
ISC'02, Geotechnical and Geophysical Site Characterization
, vol.2
, pp. 1511-1518
-
-
Marchetti, S.1
Monaco, P.2
Calabrese, M.3
Totani, G.4
-
43
-
-
0026169829
-
Determination of OCR in clays by piezocone tests using cavity expansion and critical state concepts
-
Mayne, P.W. 1991. Determination of OCR in clays by piezocone tests using cavity expansion and critical state concepts, Soils and Foundations, 31(2): 65-76.
-
(1991)
Soils and Foundations
, vol.31
, Issue.2
, pp. 65-76
-
-
Mayne, P.W.1
-
45
-
-
33845433591
-
Seismic piezocone and seismic flat dilatometer tests at Treporti
-
Porto, Rotterdam: Millpress
-
Mayne, P. & McGillivray, A. 2004. Seismic piezocone and seismic flat dilatometer tests at Treporti. Proc. ISC'02, Geotechnical and Geophysical Site Characterization, Porto, Vol. 2, pp. 1695-1701, Rotterdam: Millpress.
-
(2004)
Proc. ISC'02, Geotechnical and Geophysical Site Characterization
, vol.2
, pp. 1695-1701
-
-
Mayne, P.1
McGillivray, A.2
-
46
-
-
0017494335
-
Time- and stress- compressibility relationship
-
Mesri, G.&Godlewski, P.M. 1977.Time- and stress- compressibility relationship. JGED,ASCE, 105(GT5): 417-430.
-
(1977)
JGED,ASCE
, vol.105
, Issue.GT5
, pp. 417-430
-
-
Mesri, G.1
Godlewski, P.M.2
-
47
-
-
0000584067
-
Compressibility parameters during primary consolidation
-
Hiroshima
-
Mesri, G., Shahien, M. & Feng, T.W. 1995. Compressibility parameters during primary consolidation. Proc. Int. Symp. On Compression and Consolidation of Clayey Soils - IS Hirishima '95, Hiroshima, 2, pp. 1021-1037.
-
(1995)
Proc. Int. Symp. on Compression and Consolidation of Clayey Soils - IS Hirishima '95
, vol.2
, pp. 1021-1037
-
-
Mesri, G.1
Shahien, M.2
Feng, T.W.3
-
48
-
-
0022583276
-
Site characterization using the cone penetrometer test
-
Blacksburg (USA)
-
Olsen, R.S. & Farr, J.V. 1986. Site characterization using the Cone Penetrometer Test, Proc. Int. Symp. IN-SITU '86, Blacksburg (USA), pp. 854-868.
-
(1986)
Proc. Int. Symp. IN-SITU '86
, pp. 854-868
-
-
Olsen, R.S.1
Farr, J.V.2
-
49
-
-
0029416471
-
Strength development with burial in fine-grained sediments from the Saguenary Fjord, Quebec
-
Perret, D., Locat, J. & Leroueil, S. 1995. Strength development with burial in fine-grained sediments from the Saguenary Fjord, Quebec. Canadian Geotechnical J., 32: 247-262.
-
(1995)
Canadian Geotechnical J.
, vol.32
, pp. 247-262
-
-
Perret, D.1
Locat, J.2
Leroueil, S.3
-
50
-
-
0001298206
-
A new roundness scale for sedimentary particles
-
Powers, M.C. 1953. A new roundness scale for sedimentary particles. J. Sedim. Petrol., 23: 117-119.
-
(1953)
J. Sedim. Petrol.
, vol.23
, pp. 117-119
-
-
Powers, M.C.1
-
51
-
-
33747374182
-
Characterization of soft sediments for offshore applications. Keynote lecture
-
Porto, Millpress. Rotterdam
-
Randolph, M.F. 2004. Characterization of soft sediments for offshore applications. Keynote lecture. Proc. ISC'02, Geotechnical and Geophysical Site Characterization, Porto, Vol. 1, pp. 209-232, Millpress. Rotterdam.
-
(2004)
Proc. ISC'02, Geotechnical and Geophysical Site Characterization
, vol.1
, pp. 209-232
-
-
Randolph, M.F.1
-
52
-
-
0016069229
-
An analysis of compressibility data from a deep borehole inVenice
-
Ricceri, G.&Butterfield, R. 1974. An analysis of compressibility data from a deep borehole inVenice, Geotechnique, 24(2), 175-192.
-
(1974)
Geotechnique
, vol.24
, Issue.2
, pp. 175-192
-
-
Ricceri, G.1
Butterfield, R.2
-
53
-
-
0036093134
-
Applicability of piezocone and dilatometer to characterize the soils of the Venice lagoon
-
Ricceri, G., Simonini, P. & Cola, S. 2002. Applicability of piezocone and dilatometer to characterize the soils of the Venice lagoon. Geotechnical and Geological Engineering, 20(2): 89-121.
-
(2002)
Geotechnical and Geological Engineering
, vol.20
, Issue.2
, pp. 89-121
-
-
Ricceri, G.1
Simonini, P.2
Cola, S.3
-
54
-
-
0020970495
-
Interpretation of cone penetration test, Part I: Sands
-
Robertson, P.K. & Campanella, R.G. 1983. Interpretation of cone penetration test, Part I: Sands. Canadian Geotechnical J., 20(4): 718-734.
-
(1983)
Canadian Geotechnical J.
, vol.20
, Issue.4
, pp. 718-734
-
-
Robertson, P.K.1
Campanella, R.G.2
-
55
-
-
0025199348
-
Soil classification using the cone penetration test
-
Robertson, P. K. 1990. Soil classification using the cone penetration test, Canadian Geotechnical J., 27: 151-158.
-
(1990)
Canadian Geotechnical J.
, vol.27
, pp. 151-158
-
-
Robertson, P.K.1
-
56
-
-
0003647013
-
Soil mechanic aspect of the cores of the deep borehole VE 1 in Venice. A critical analysis and recommended future investigations
-
Venice
-
Rowe, P.W. 1973. Soil mechanic aspect of the cores of the deep borehole VE 1 in Venice. A critical analysis and recommended future investigations. Technical Report N. 57. National Research Council, Venice.
-
(1973)
Technical Report N. 57. National Research Council
-
-
Rowe, P.W.1
-
57
-
-
0020302450
-
Strength and deformation parameters from cone penetration tests
-
Amsterdam, Rotterdam: Balkema
-
Senneset, K., Janbu, N. & Svano, G. 1982. Strength and deformation parameters from cone penetration tests. Proc. 2nd Eur. Symp. on Penetration Testing, Amsterdam, Vol. 2, pp. 863-870, Rotterdam: Balkema.
-
(1982)
Proc. 2nd Eur. Symp. on Penetration Testing
, vol.2
, pp. 863-870
-
-
Senneset, K.1
Janbu, N.2
Svano, G.3
-
58
-
-
0034173846
-
Use of piezocone to predict maximum stiffness ofVenetian soils
-
Simonini, P.&Cola, S. 2000. Use of piezocone to predict maximum stiffness ofVenetian soils. Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 126(4): 378-381.
-
(2000)
Journal of Geotechnical and Geoenvironmental Engineering, ASCE
, vol.126
, Issue.4
, pp. 378-381
-
-
Simonini, P.1
Cola, S.2
-
59
-
-
34547112873
-
Characterization of the Venice lagoon silts from in-situ tests and the performance of a test embankment. Keynote Lecture
-
Porto, Rotterdam: Millpress
-
Simonini, P. 2004. Characterization of the Venice lagoon silts from in-situ tests and the performance of a test embankment. Keynote Lecture. Proc. ISC'02, Geotechnical and Geophysical Site Characterization. Porto, 1, pp. 187-207, Rotterdam: Millpress.
-
(2004)
Proc. ISC'02, Geotechnical and Geophysical Site Characterization
, vol.1
, pp. 187-207
-
-
Simonini, P.1
-
60
-
-
0001883237
-
Drained deformation of sand under cyclic stress reversing direction
-
Tatsuoka, F. & Ishihara, K. 1974. Drained deformation of sand under cyclic stress reversing direction. Soils and Foundations, 14(3): 51-65.
-
(1974)
Soils and Foundations
, vol.14
, Issue.3
, pp. 51-65
-
-
Tatsuoka, F.1
Ishihara, K.2
-
64
-
-
2142790459
-
Impiego della prova dilatometrica (DMT. nella progettazione geotecnica
-
Parma, Italy
-
Totani, G., Marchetti, S., Monaco, P. & Calabrese, M. 1999. Impiego della prova dilatometrica (DMT. nella progettazione geotecnica. XX National Geotechnical Congress, Parma, Italy, Vol. 1: 301-308.
-
(1999)
XX National Geotechnical Congress
, vol.1
, pp. 301-308
-
-
Totani, G.1
Marchetti, S.2
Monaco, P.3
Calabrese, M.4
-
65
-
-
0028669261
-
Strain softening and state parameter for sand modelling
-
Wood, D., Belkeir, K. & Liu, D.F. 1994. Strain softening and state parameter for sand modelling. Géotechnique, 44(2): 335-339.
-
(1994)
Géotechnique
, vol.44
, Issue.2
, pp. 335-339
-
-
Wood, D.1
Belkeir, K.2
Liu, D.F.3
-
66
-
-
85025055347
-
A stress-strain relationship for the shearing behaviour of sand
-
Wroth, C.P. & Bassett, R.H. 1965. A stress-strain relationship for the shearing behaviour of sand, Géotechnique, 15(1): 32-56.
-
(1965)
Géotechnique
, vol.15
, Issue.1
, pp. 32-56
-
-
Wroth, C.P.1
Bassett, R.H.2
-
67
-
-
0021625824
-
The interpretation of in situ soil tests
-
Wroth, C.P. 1984. The interpretation of in situ soil tests. Géotechnique, 34(4): 449-489.
-
(1984)
Géotechnique
, vol.34
, Issue.4
, pp. 449-489
-
-
Wroth, C.P.1
-
68
-
-
0031956606
-
Analysis of cone resistance: Review of methods
-
Yu, H.S. & Mitchell, J.K. 1998. Analysis of cone resistance: review of methods. J. of Geotechnical and Geoenvironmental Engineering, ASCE, 124(2): 140-149.
-
(1998)
J. of Geotechnical and Geoenvironmental Engineering, ASCE
, vol.124
, Issue.2
, pp. 140-149
-
-
Yu, H.S.1
Mitchell, J.K.2
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