-
1
-
-
0002184745
-
Stress history effects on shear modulus of soils
-
Afifi S.S., and Richart F.E. Stress history effects on shear modulus of soils. Soils and Foundations 13 1 (1973) 77-95
-
(1973)
Soils and Foundations
, vol.13
, Issue.1
, pp. 77-95
-
-
Afifi, S.S.1
Richart, F.E.2
-
2
-
-
0018153948
-
Shear modulus: a time dependent soil property
-
Dynamic Geotechnical Testing, ASTM, Philadelphia
-
Anderson D.G., and Stokoe K.H. Shear modulus: a time dependent soil property. Dynamic Geotechnical Testing. Special Testing Publication vol. 654 (1978), ASTM, Philadelphia 66-90
-
(1978)
Special Testing Publication
, vol.654
, pp. 66-90
-
-
Anderson, D.G.1
Stokoe, K.H.2
-
4
-
-
33845563305
-
-
ARA, Inc. 2006. Personal communication.
-
-
-
-
5
-
-
0034302249
-
Non-linear soil stiffness in routine design
-
Atkinson J.H. Non-linear soil stiffness in routine design. Géotechnique 50 5 (2000) 487-508
-
(2000)
Géotechnique
, vol.50
, Issue.5
, pp. 487-508
-
-
Atkinson, J.H.1
-
7
-
-
0025645141
-
On the compressibility and shear strength of natural soils
-
Burland J.B. On the compressibility and shear strength of natural soils. Géotechnique 40 3 (1990) 329-378
-
(1990)
Géotechnique
, vol.40
, Issue.3
, pp. 329-378
-
-
Burland, J.B.1
-
8
-
-
0027039162
-
Seismic cone analysis using digital signal processing for dynamic site characterization
-
Campanella R.G., and Stewart W.P. Seismic cone analysis using digital signal processing for dynamic site characterization. Canadian Geotechnical Journal 29 1992 (1992) 447-486
-
(1992)
Canadian Geotechnical Journal
, vol.29
, Issue.1992
, pp. 447-486
-
-
Campanella, R.G.1
Stewart, W.P.2
-
9
-
-
0034253675
-
A general framework for the mechanical behaviour of clays
-
Cotecchia F., and Chandler R.J. A general framework for the mechanical behaviour of clays. Géotechnique 50 4 (2000) 431-447
-
(2000)
Géotechnique
, vol.50
, Issue.4
, pp. 431-447
-
-
Cotecchia, F.1
Chandler, R.J.2
-
10
-
-
0013131373
-
LVDT based system for the measurement of the pre-failure behavior of geomaterials
-
Da Re G., Santagata M.C., and Germaine J.T. LVDT based system for the measurement of the pre-failure behavior of geomaterials. Geotechnical Testing Journal 24 3 (2001) 288-298
-
(2001)
Geotechnical Testing Journal
, vol.24
, Issue.3
, pp. 288-298
-
-
Da Re, G.1
Santagata, M.C.2
Germaine, J.T.3
-
11
-
-
33845585687
-
-
Estabrook, A. H., 1991. Comparison of recompression and SHANSEP strength-deformation properties of undisturbed Boston blue clay from automated triaxial testing. S.M. Thesis. Department of Civil Engineering, MIT, Cambridge, MA.
-
-
-
-
13
-
-
33845566345
-
-
Haley and Aldrich Inc., 1993. Final report on special laboratory and in situ testing program, Central Artery (I-93)/Tunnel (I-90) project, Boston, Massachusetts. File No. 10360-40, March.
-
-
-
-
14
-
-
33845562894
-
-
Haley and Aldrich Inc., 2000. Report on geotechnical investigation and foundation design recommendations. The Ray and Maria Stata Center. Massachusetts Institute of Technology, Cambridge, MA. File No. 12383-000, June.
-
-
-
-
15
-
-
33845586472
-
-
Hewitt, R. 2001. Personal communication.
-
-
-
-
17
-
-
0029416125
-
Effect of aging on the penetration resistance of sands
-
Joshi R.C., Ahari G., Kaniraj S.R., and Wijiweera H. Effect of aging on the penetration resistance of sands. Canadian Geotechnical Journal 32 5 (1995) 767-782
-
(1995)
Canadian Geotechnical Journal
, vol.32
, Issue.5
, pp. 767-782
-
-
Joshi, R.C.1
Ahari, G.2
Kaniraj, S.R.3
Wijiweera, H.4
-
18
-
-
0031208893
-
Stiffness of coarse-grained soils at small strains
-
Jovicic V., and Coop M.R. Stiffness of coarse-grained soils at small strains. Géotechnique 47 3 (1997) 545-561
-
(1997)
Géotechnique
, vol.47
, Issue.3
, pp. 545-561
-
-
Jovicic, V.1
Coop, M.R.2
-
19
-
-
0000658244
-
Sea-level movements and the geologic histories of the postglacial marine soils at Boston, Nicolet, Ottawa and Oslo
-
Kenney T.C. Sea-level movements and the geologic histories of the postglacial marine soils at Boston, Nicolet, Ottawa and Oslo. Géotechnique 14 3 (1964) 203-230
-
(1964)
Géotechnique
, vol.14
, Issue.3
, pp. 203-230
-
-
Kenney, T.C.1
-
20
-
-
0020270479
-
Dynamic properties of soft clay for wide strain range
-
Kokusho T., Yoshida Y., and Esashi Y. Dynamic properties of soft clay for wide strain range. Soils and Foundations 22 4 (1982) 1-18
-
(1982)
Soils and Foundations
, vol.22
, Issue.4
, pp. 1-18
-
-
Kokusho, T.1
Yoshida, Y.2
Esashi, Y.3
-
21
-
-
0040907465
-
Engineering properties of Boston blue clay from special testing program
-
Special Geotechnical Testing: Central Artery/Tunnel Project in Boston, Massachusetts
-
Ladd C.C., Young G.A., Kraemer S.R., and Burke D.M. Engineering properties of Boston blue clay from special testing program. Special Geotechnical Testing: Central Artery/Tunnel Project in Boston, Massachusetts. ASCE GSP vol. 91 (1999) 1-24
-
(1999)
ASCE GSP
, vol.91
, pp. 1-24
-
-
Ladd, C.C.1
Young, G.A.2
Kraemer, S.R.3
Burke, D.M.4
-
23
-
-
0030408875
-
Strain rate and structuring effects on the compressibility of a young clay
-
Measuring and Modeling Time Dependent Soil Behavior, ASCE
-
Leroueil S., Perret D., and Locat J. Strain rate and structuring effects on the compressibility of a young clay. Measuring and Modeling Time Dependent Soil Behavior. Geotechnical Special Publication vol. 61 (1996), ASCE 137-150
-
(1996)
Geotechnical Special Publication
, vol.61
, pp. 137-150
-
-
Leroueil, S.1
Perret, D.2
Locat, J.3
-
24
-
-
0030408874
-
Rate and creep effect on the stiffness of soils
-
Measuring and Modeling Time Dependent Soil Behavior, ASCE
-
Lo Presti D.C.F., Jamiolkowski M., Pallara O., and Cavallaro A. Rate and creep effect on the stiffness of soils. Measuring and Modeling Time Dependent Soil Behavior. Geotechnical Special Publication vol. 61 (1996), ASCE 166-180
-
(1996)
Geotechnical Special Publication
, vol.61
, pp. 166-180
-
-
Lo Presti, D.C.F.1
Jamiolkowski, M.2
Pallara, O.3
Cavallaro, A.4
-
26
-
-
7044234682
-
Discussion - dynamic properties of soft clays for wide strain range
-
Mesri G., and Choi Y.K. Discussion - dynamic properties of soft clays for wide strain range. Soils and Foundations 23 1 (1983) 125-127
-
(1983)
Soils and Foundations
, vol.23
, Issue.1
, pp. 125-127
-
-
Mesri, G.1
Choi, Y.K.2
-
28
-
-
0000229836
-
Soil structure changes during and after consolidation as indicated by shear wave velocity and electrical conductivity measurements
-
Balkema, Rotterdam, The Netherlands
-
Nakagawa K., Soga K., Mitchell J.K., and Sadek S. Soil structure changes during and after consolidation as indicated by shear wave velocity and electrical conductivity measurements. Proceedings International Symposium on Compression and Consolidation of Clayey Soils. May 10-12, Hiroshima, Japan vol. 2 (1995), Balkema, Rotterdam, The Netherlands 1069-1074
-
(1995)
Proceedings International Symposium on Compression and Consolidation of Clayey Soils. May 10-12, Hiroshima, Japan
, vol.2
, pp. 1069-1074
-
-
Nakagawa, K.1
Soga, K.2
Mitchell, J.K.3
Sadek, S.4
-
29
-
-
3142761667
-
Effects of ageing on small-strain stiffness of overconsolidated clays
-
Rammah K.I., Val D.V., and Puzrin A.M. Effects of ageing on small-strain stiffness of overconsolidated clays. Géotechnique 54 5 (2004) 319-322
-
(2004)
Géotechnique
, vol.54
, Issue.5
, pp. 319-322
-
-
Rammah, K.I.1
Val, D.V.2
Puzrin, A.M.3
-
30
-
-
33845598581
-
-
Santagata, M.C. 1998. Factors affecting the initial stiffness and stiffness degradation of cohesive soils. Ph.D. Thesis, Department of Civil and Environmental Engineering, MIT, Cambridge, MA.
-
-
-
-
32
-
-
0010731392
-
0-normally Consolidated RBBC Measured in the Triaxial Apparatus
-
Balkema, Rotterdam, The Netherlands
-
0-normally Consolidated RBBC Measured in the Triaxial Apparatus. 2nd Int. Symp. Pre-Failure Deformation Characteristics of Geomaterials vol. 1 (1999), Balkema, Rotterdam, The Netherlands 27-34
-
(1999)
2nd Int. Symp. Pre-Failure Deformation Characteristics of Geomaterials
, vol.1
, pp. 27-34
-
-
Santagata, M.C.1
Germaine, J.T.2
Ladd, C.C.3
-
33
-
-
15844384194
-
Factors affecting the initial stiffness of cohesive soils
-
Santagata M.C., Germaine J.T., and Ladd C.C. Factors affecting the initial stiffness of cohesive soils. Journal of Geotechnical and Geoenvironmental Engineering, ASCE 131 4 (2005) 430-441
-
(2005)
Journal of Geotechnical and Geoenvironmental Engineering, ASCE
, vol.131
, Issue.4
, pp. 430-441
-
-
Santagata, M.C.1
Germaine, J.T.2
Ladd, C.C.3
-
34
-
-
0026219667
-
The mechanical aging of soils - 25th Karl Terzaghi Lecture
-
Schmertmann J.H. The mechanical aging of soils - 25th Karl Terzaghi Lecture. Journal of Geotechnical Engineering, ASCE 117 9 (1991) 1288-1330
-
(1991)
Journal of Geotechnical Engineering, ASCE
, vol.117
, Issue.9
, pp. 1288-1330
-
-
Schmertmann, J.H.1
-
35
-
-
0001534668
-
Discussion of "earth pressure at rest related to stress history"
-
Schmidt B. Discussion of "earth pressure at rest related to stress history". Canadian Geotechnical Journal 3 4 (1966) 239-242
-
(1966)
Canadian Geotechnical Journal
, vol.3
, Issue.4
, pp. 239-242
-
-
Schmidt, B.1
-
36
-
-
19844366276
-
A soil structure index to predict rate dependence of stress-strain behavior
-
Yamamuro J.A., and Koseki J. (Eds)
-
Sheahan T.C. A soil structure index to predict rate dependence of stress-strain behavior. In: Yamamuro J.A., and Koseki J. (Eds). Testing, Modeling and Simulation in Geomechanics, ASCE GSP No. 143 (2005) 81-97
-
(2005)
Testing, Modeling and Simulation in Geomechanics, ASCE GSP No. 143
, pp. 81-97
-
-
Sheahan, T.C.1
-
37
-
-
33845571452
-
-
Shinn, J.D., Rauch, A.F., Timian, S.M., McIntosh, D.E., Snelling, J.E., 1991. Cone penetration and dilatometer testing in support of the Central Artery (I-930/Tunnel (I-90) project, Special testing program, Boston, Massachusetts. ARA Final report, October 1991.
-
-
-
|