-
2
-
-
0032469549
-
Effects of sampler design on tube sampling disturbance-numerical and analytical investigations
-
Clayton, C. R., Siddique, A. & Hopper, R. J. 1998. Effects of sampler design on tube sampling disturbance -numerical and analytical investigations, Geotechnique 46(6): 847-867. (Pubitemid 29089703)
-
(1998)
Geotechnique
, vol.48
, Issue.6
, pp. 847-867
-
-
Clayton, C.R.I.1
Siddique, A.2
Hopper, R.J.3
-
4
-
-
0002604411
-
Evaluation of engineering properties for an Ariake clay
-
Hanzawa, H., Fukaya, T. & Suzuki, K. 1990. Evaluation of engineering properties for an Ariake clay. Soils and Foundations 30(4): 11-24.
-
(1990)
Soils and Foundations
, vol.30
, Issue.4
, pp. 11-24
-
-
Hanzawa, H.1
Fukaya, T.2
Suzuki, K.3
-
5
-
-
72449131928
-
A comparative study between the NGI direct simple shear apparatus and the Mikasa direct shear apparatus
-
Hanzawa, H., Nutt, N., Lunne, T, Tang, Y. X. & Long, M. 2007. A comparative study between the NGI direct simple shear apparatus and the Mikasa direct shear apparatus, Soils and Foundations 47(1):47-58.
-
(2007)
Soils and Foundations
, vol.47
, Issue.1
, pp. 47-58
-
-
Hanzawa, H.1
Nutt, N.2
Lunne, T.3
Tang, Y.X.4
Long, M.5
-
6
-
-
0000735038
-
A review of sampling effects in clays and sands
-
Society for Underwater Technology, Klewer
-
Hight, S. W. 1992. A review of sampling effects in clays and sands. Proc. Int. Conf. Offshore Foundations and Site Investigation, Society for Underwater Technology, Klewer, 115-146.
-
(1992)
Proc. Int. Conf. Offshore Foundations and Site Investigation
, pp. 115-146
-
-
Hight, S.W.1
-
7
-
-
0027007908
-
Disturbance of the Bothkennar clay prior to laboratory testing
-
Hight, D. W, Boese, R., Butcher, A. P., Clayton, C. R. I. & Smith, P. R. 1992. Disturbance of the Bothkennar clay prior to laboratory testing, Geotechnique 42:199-217. (Pubitemid 23371877)
-
(1992)
Geotechnique
, vol.42
, Issue.2
, pp. 199-217
-
-
Hight, D.W.1
Boese, R.2
Butcher, A.P.3
Clayton, C.R.I.4
Smith, P.R.5
-
9
-
-
0002880346
-
Offshore soil investigation at the Kansai international Airport
-
Port and Harbour Research Institute
-
Kanda, K., Suzuki, S. & Yamagata, N. 1991. Offshore soil investigation at the Kansai international Airport. Proc. of the inter. Conf. on Geotechnical Engineering for Coastal Development, -theory and practice on soft ground- Geo-Coast '57(1): 33-38, Port and Harbour Research Institute.
-
(1991)
Proc. of the Inter. Conf. on Geotechnical Engineering for Coastal Development, -theory and Practice on Soft Ground- Geo-Coast
, vol.57
, Issue.1
, pp. 33-38
-
-
Kanda, K.1
Suzuki, S.2
Yamagata, N.3
-
10
-
-
85133318485
-
Triaxial testing methods for soils. Advanced triaxial testing of soil and rock
-
Lacasse, S. & Berre, T. 1988. Triaxial Testing Methods for soils. Advanced Triaxial Testing of Soil and Rock. ASTM STP 977:264-289.
-
(1988)
ASTM STP
, vol.977
, pp. 264-289
-
-
Lacasse, S.1
Berre, T.2
-
11
-
-
0016079672
-
New design procedure for stability of soft clays
-
Ladd, C. C. & Foott, R. 1974. New design procedure for stability of soft clays. ASCE 100(GT7): 763-786.
-
(1974)
ASCE
, vol.100
, Issue.GT7
, pp. 763-786
-
-
Ladd, C.C.1
Foott, R.2
-
12
-
-
0019392794
-
CAUSES OF SAMPLING DISTURBANCE AND DESIGN OF A NEW SAMPLER FOR SENSITIVE SOILS.
-
La Rochelle, P., Sarrailh, X, Tavenas, F., Roy, M. & Leroueil, S. 1981. Cause of sampling disturbance and design of a new sampler for sensitive soils. Canadian Geotechnical Journal 18(1): 52-66. (Pubitemid 11499248)
-
(1981)
Canadian geotechnical journal
, vol.18
, Issue.1
, pp. 52-66
-
-
La Rochelle, P.1
Sarrailh, J.2
Tavenas, F.3
Roy, M.4
Leroueil, S.5
-
13
-
-
0000212085
-
The strength of "undisturbed" clay determined from laboratory tests, Laboratory shear testing of soils
-
ATP361
-
Ladd, C. C. & Lambe, T. W. 1963. The strength of " undisturbed" clay determined from laboratory tests, Laboratory shear testing of soils, ASTM, ATP361:342-371.
-
(1963)
ASTM
, pp. 342-371
-
-
Ladd, C.C.1
Lambe, T.W.2
-
14
-
-
0018431335
-
NEW METHOD OF SAMPLING IN SENSITIVE CLAY.
-
Lefebvre, G. & Poulin, C. 1979. A new method of sampling in sensitive clay. Canadian Geotechnical Journal 16(1): 226-233. (Pubitemid 9433283)
-
(1979)
Can Geotech J
, vol.16
, Issue.1
, pp. 226-233
-
-
Lefebvre Guy1
Poulin Claude2
-
15
-
-
24044487361
-
Exploration of soft soil and determination of design parameters, general report
-
Port and Harbour Research Institute
-
Leroueil, S. & Jamiolkowski, M. 1991. Exploration of soft soil and determination of design parameters, general report, Proc. of the inter. Conf. on Geotechnical Engineering for Coastal Development, -theory and practice on soft ground- Geo-Coast '91(2): 969-998, Port and Harbour Research Institute.
-
(1991)
Proc. of the Inter Conf. on Geotechnical Engineering for Coastal Development, -theory and Practice on Soft Ground- Geo-Coast
, vol.91
, Issue.2
, pp. 969-998
-
-
Leroueil, S.1
Jamiolkowski, M.2
-
16
-
-
0025676842
-
The general and congruent effects of structure in natural soils and weak rocks
-
Leroueil, S. & Vaughan, P. R. 1990. The general and congruent effects of structure in natural soils and weak rocks, Geotechnique 40:467-488.
-
(1990)
Geotechnique
, vol.40
, pp. 467-488
-
-
Leroueil, S.1
Vaughan, P.R.2
-
17
-
-
34548658379
-
Geotechnical characterization and properties of a sensitive clay from Quebec
-
T.S. Tan et al. (eds). Taylor & Francis
-
Leroueil, S., Hamouche, K.,Tavenas, E, Boudali, M., Locat, X, Virely, D. & Roy, N. 2003. Geotechnical characterization and properties of a sensitive clay from Quebec, In T.S. Tan et al. (eds), Characterization and Engineering Properties of Natural Soils (l):363-394. Taylor & Francis.
-
(2003)
Characterization and Engineering Properties of Natural Soils
, Issue.1
, pp. 363-394
-
-
Leroueil, S.1
Hamouche, K.2
Tavenas, E.3
Boudali, M.4
Locat, X.5
Virely, D.6
Roy, N.7
-
18
-
-
0033513574
-
Sample disturbance effects in soft low plastic Norwegian clay
-
Lunne, T, Berre, T. & Strandvik, S. 1997. Sample disturbance effects in soft low plastic Norwegian clay. Proceedings of the Conference on Recent Developments in Soil and Pavement Mechanics, Rio de Janeiro:81-102. (Pubitemid 30400412)
-
(1999)
Publikasjon - Norges Geotekniske Institutt
, Issue.204
, pp. 81-102
-
-
Lunne, T.1
Berre, T.2
Strandvik, S.3
-
19
-
-
33747799653
-
Effects of sample disturbance and consolidation procedures on measured shear strength of soft marine Norwegian clays
-
DOI 10.1139/T06-040
-
Lunne, T, Berre, K. H., Strandvik, S. & Sjursen, M. 2006. Effects of sample disturbance and consolidation procedures on measured shear strength of soft marine clay Norwegian clays, Canadian Geotechnical Journal 43:726-750. (Pubitemid 44275667)
-
(2006)
Canadian Geotechnical Journal
, vol.43
, Issue.7
, pp. 726-750
-
-
Lunne, T.1
Berre, T.2
Andersen, K.H.3
Strandvik, S.4
Sjursen, M.5
-
20
-
-
24044458022
-
Estimation of in-situ undrained strength of soft soil deposits by use of unconfined compression test with suction measurement
-
Mitachi, T, Kudoh, Y. & Tsushima, M. 2001. Estimation of in situ undrained strength of soft soil deposits by use of unconfined compression test with suction measurement, Soils and Foundations 41(5): 61-71. (Pubitemid 33738671)
-
(2001)
Soils and Foundations
, vol.41
, Issue.5
, pp. 61-71
-
-
Mitachi, T.1
Kudoh, Y.2
Tsushima, M.3
-
21
-
-
79952308765
-
Depositional geochemistry and geotechnical properties of marine clays in the Ariake bay area, Japan
-
T.S. Tan et al. (eds). Taylor & Francis
-
Ohtsubo, M., Higashi, M., Kanayama, M. & Takayama, M. 2007. Depositional geochemistry and geotechnical properties of marine clays in the Ariake bay area, Japan; In T.S. Tan et al. (eds), Characterization and Engineering Properties of Natural Soils (3):1893-1938. Taylor & Francis.
-
(2007)
Characterization and Engineering Properties of Natural Soils
, vol.3
, pp. 1893-1938
-
-
Ohtsubo, M.1
Higashi, M.2
Kanayama, M.3
Takayama, M.4
-
22
-
-
0242421119
-
A method for correcting consolidation parameters for sample disturbance using volumetric strain
-
Shogaki, T. 1996. A method for correcting consolidation parameters for sample disturbance using volumetric strain. Soils and Foundations 36(3): 123-131.
-
(1996)
Soils and Foundations
, vol.36
, Issue.3
, pp. 123-131
-
-
Shogaki, T.1
-
23
-
-
0000965932
-
Mikasa's direct shear apparatus, test procedures and results
-
Takada, N. 1993. Mikasa's direct shear apparatus, test procedures and results, Geotechnical Testing Journal, GTJODJ. 16(3): 314-322.
-
(1993)
Geotechnical Testing Journal, GTJODJ
, vol.16
, Issue.3
, pp. 314-322
-
-
Takada, N.1
-
24
-
-
0002154124
-
Sample quality of cohesive soils: Lessons from three sites, Ariake, Bothkennar and Drammen
-
Tanaka, H. 2000. Sample quality of cohesive soils: lessons from three sites, Ariake, Bothkennar and Drammen, Soils and Foundations 40(4): 57-74.
-
(2000)
Soils and Foundations
, vol.40
, Issue.4
, pp. 57-74
-
-
Tanaka, H.1
-
26
-
-
0036027009
-
Quality of samples retrieved from great depth and its influence on consolidation properties
-
DOI 10.1139/t02-064
-
Tanaka, H., Ritoh, F. & Omukai, N. 2002. Sample quality retrieved from great depth and its influence on consolidation properties. Canadian Geotechnical. Journal 39 (6): 1288-1301. (Pubitemid 36225655)
-
(2002)
Canadian Geotechnical Journal
, vol.39
, Issue.6
, pp. 1288-1301
-
-
Tanaka, H.1
Ritoh, F.2
Omukai, N.3
-
27
-
-
24744461911
-
Applicability of SHANSEP method to six different natural clays, using triaxial and direct shear tests
-
Tanaka, H., Shiwakoti, D. R., & Tanaka, M. 2003a. Applicability of SHANSEP method to six different natural clays, using triaxial and direct shear tests. Soils and Foundations 43(3): 43-56.
-
(2003)
Soils and Foundations
, vol.43
, Issue.3
, pp. 43-56
-
-
Tanaka, H.1
Shiwakoti, D.R.2
Tanaka, M.3
-
28
-
-
24744434408
-
Development of a new cone penetrometer and its application to great depths of Pleistocene clays
-
Tanaka, H., Tanaka, M., Suzuki, S. & Sakagami, T. 2003b. Development of a new cone penetrometer and its application to great depths of Pleistocene clays. Soils and Foundations 43(6):51-61. (Pubitemid 41289682)
-
(2003)
Soils and Foundations
, vol.43
, Issue.6
, pp. 51-61
-
-
Tanaka, H.1
Tanaka, M.2
Suzuki, S.3
Sakagami, T.4
-
29
-
-
24744465165
-
Ageing effects on consolidation properties-based on the site investigation of Osaka Pleistocene clays
-
Tanaka, H., Kang, M. S. & Watabe, Y. 2004. Ageing effects on consolidation properties-based on the site investigation of Osaka Pleistocene clays-. Soils and Foundations 44(6):39-51. (Pubitemid 41289415)
-
(2004)
Soils and Foundations
, vol.44
, Issue.6
, pp. 39-51
-
-
Tanaka, H.1
Kang, M.-S.2
Watabe, Y.3
-
30
-
-
79952293829
-
Characterization of Yubari peat and clay by in situ and laboratory testing
-
Hokkaido branch of Japanese Geotechnical Society (in Japanese)
-
Tanaka, H., Nishida, K., Hayashi, H., Fukazawa, T, Nakamura, A., Yoshimura, M., Koizumi, K. & Nakajima, A. 2006a. Characterization of Yubari peat and clay by in situ and laboratory testing. Proc. of Technical reports 46:239-246, Hokkaido branch of Japanese Geotechnical Society (in Japanese).
-
(2006)
Proc. of Technical Reports
, vol.46
, pp. 239-246
-
-
Tanaka, H.1
Nishida, K.2
Hayashi, H.3
Fukazawa, T.4
Nakamura, A.5
Yoshimura, M.6
Koizumi, K.7
Nakajima, A.8
-
31
-
-
36448990559
-
Main factors governing residual effective stress for cohesive soils sampled by tube sampling
-
Tanaka, H. & Tanaka, M. 2006b. Main factors governing residual effective stress for cohesive soils sampled by tube sampling, Soils and Foundations 46(2):209-219.
-
(2006)
Soils and Foundations
, vol.46
, Issue.2
, pp. 209-219
-
-
Tanaka, H.1
Tanaka, M.2
-
32
-
-
79952284740
-
Sample quality assessment of soft clay by suction and shear wave velocity measurements
-
submitted
-
Tanaka, H. & Nishida, K. 2008. Sample quality assessment of soft clay by suction and shear wave velocity measurements, Proceedings ISC-3 on site characterization (submitted).
-
(2008)
Proceedings ISC-3 on Site Characterization
-
-
Tanaka, H.1
Nishida, K.2
|