-
1
-
-
0030403611
-
Modeling aspects associated with time dependent behavior of soils
-
Washington, Geot. Special Publication
-
Adachi, T., Oka, F. and Mimura, M. (1996): Modeling aspects associated with time dependent behavior of soils, Session on Measuring and Modeling Time Dependent Soil Behavior, ASCE Conven-tion, Washington, Geot. Special Publication, (61), 61-95.
-
(1996)
Session on Measuring and Modeling Time Dependent Soil Behavior, ASCE Convention
, vol.61
, pp. 61-95
-
-
Adachi, T.1
Oka, F.2
Mimura, M.3
-
3
-
-
85024184646
-
Engineering geology of normally consolidated marine clays as related to the settlement of buildings
-
Bjerrum, L. (1967): Engineering geology of normally consolidated marine clays as related to the settlement of buildings, Geotech-nique, 17(2), 83-119.
-
(1967)
Geotech-nique
, vol.17
, Issue.2
, pp. 83-119
-
-
Bjerrum, L.1
-
4
-
-
0027659092
-
Limitations of conventional analysis of consolidation settlement
-
ASCE
-
Duncan, J. M. (1993): Limitations of conventional analysis of consolidation settlement, J. Geotech. Engrg., ASCE, 119(9), 1333-1359.
-
(1993)
J. Geotech. Engrg.
, vol.119
, Issue.9
, pp. 1333-1359
-
-
Duncan, J.M.1
-
5
-
-
2042433499
-
Engineering properties of marine clay in Osaka bay
-
(Part-1) Boring and sampling, Ministry of Transport, Japan
-
Horie, H., Zen, K., Ishii, I. and Matsumoto, K. (1984): Engineering properties of marine clay in Osaka bay, (Part-1) Boring and sampling, Technical Note of Port and Harbour Res. Inst., Ministry of Transport, Japan, (498), 5-45 (in Japanese).
-
(1984)
Technical Note of Port and Harbour Res. Inst, (in Japanese)
, Issue.498
, pp. 5-45
-
-
Horie, H.1
Zen, K.2
Ishii, I.3
Matsumoto, K.4
-
6
-
-
34548547955
-
An isotaches-type compression model for predicting long term consolidation of KIA clays
-
Imai, G., Ohmukai, N. and Tanaka, H. (2005): An isotaches-type compression model for predicting long term consolidation of KIA clays, Proc. Symp. Geotech. Aspects ofKansai Int. Airport, 49-64.
-
(2005)
Proc. Symp. Geotech. Aspects OfKansai Int. Airport
, pp. 49-64
-
-
Imai, G.1
Ohmukai, N.2
Tanaka, H.3
-
7
-
-
0002880346
-
Offshore soil investigation at the Kansai International Airport
-
Kanda, K., Suzuki, S. and Yamagata, N. (1991): Offshore soil investigation at the Kansai International Airport, Proc. GEO-COAST '91, 1, 33-38.
-
(1991)
Proc. GEO-COAST '91
, vol.1
, pp. 33-38
-
-
Kanda, K.1
Suzuki, S.2
Yamagata, N.3
-
8
-
-
0034885821
-
Modelling the viscoplastic behaviour of clays during consolidation: Application to Berthierville clay in both laboratory and field conditions
-
Kim, Y. T. and Leroueil, S. (2001): Modelling the viscoplastic behaviour of clays during consolidation: application to Berthierville clay in both laboratory and field conditions, Can. Geotech. J., 38(3), 484-497.
-
(2001)
Can. Geotech. J.
, vol.38
, Issue.3
, pp. 484-497
-
-
Kim, Y.T.1
Leroueil, S.2
-
9
-
-
34548581689
-
Modeling of consolidation characteristics of clays for settlement prediction of Kansai International Airport
-
Kobayashi, M., Furudoi, T., Suzuki, S. and Watabe, Y. (2005): Modeling of consolidation characteristics of clays for settlement prediction of Kansai International Airport, Proc. Symp. Geotech. Aspects Kansai Int. Airport, 65-76.
-
(2005)
Proc. Symp. Geotech. Aspects Kansai Int. Airport
, pp. 65-76
-
-
Kobayashi, M.1
Furudoi, T.2
Suzuki, S.3
Watabe, Y.4
-
10
-
-
0022080725
-
Stress-strain-strain rate relation for the compressibility of sensitive natural clays
-
Leroueil, S., Kabbaj, M., Tavenas, F. and Bouchard, R. (1985): Stress-strain-strain rate relation for the compressibility of sensitive natural clays, Geotechnique, 35(2), 159-180.
-
(1985)
Geotechnique
, vol.35
, Issue.2
, pp. 159-180
-
-
Leroueil, S.1
Kabbaj, M.2
Tavenas, F.3
Bouchard, R.4
-
11
-
-
57849127755
-
The isotache approach. Where are we 50 years after its development by Professor Šuklje?
-
2006 Prof. Suklje's Memorial Lecture, Ljubljana 2006
-
Leroueil, S. (2006): The isotache approach. Where are we 50 years after its development by Professor Šuklje? (2006 Prof. Suklje's Memorial Lecture), 13th Danube-European Conference on Geotechnical Engineering, Ljubljana 2006, 55-88.
-
(2006)
13th Danube-European Conference on Geotechnical Engineering
, pp. 55-88
-
-
Leroueil, S.1
-
12
-
-
0022248737
-
The uniqueness of the end-of-primary (EOP) void ratio-effective stress relationship
-
San Francisco
-
Mesri, G. and Choi, Y. K. (1985): The uniqueness of the end-of-primary (EOP) void ratio-effective stress relationship, Proc. 11th ICSMFE, San Francisco, 2, 587-590.
-
(1985)
Proc. 11th ICSMFE
, vol.2
, pp. 587-590
-
-
Mesri, G.1
Choi, Y.K.2
-
13
-
-
0023305801
-
0during secondary compression
-
ASCE
-
0 during secondary compression, J. Geotech. Engrg., ASCE, 113(3), 230-247.
-
(1987)
J. Geotech. Engrg.
, vol.113
, Issue.3
, pp. 230-247
-
-
Mesri, G.1
Castro, A.2
-
15
-
-
0012438264
-
Kansai international airport-construction of man-made island
-
Kyoto
-
Nakase, A. (1987): Kansai International Airport-Construction of Man-Made Island, Proc. 8th Asian Reg. Conf. ofSMFE, Kyoto, 2, 87-101.
-
(1987)
Proc. 8th Asian Reg. Conf. OfSMFE
, vol.2
, pp. 87-101
-
-
Nakase, A.1
-
16
-
-
70849118251
-
Evaluation of the strain rate dependency on consolidation yield stress of natural clays
-
Ohmukai, N. and Imai, G. (2006): Evaluation of the strain rate dependency on consolidation yield stress of natural clays, JSCE J. Geotech. Geoenviron. Engrg., 62(3), 579-592 (in Japanese).
-
(2006)
JSCE J. Geotech. Geoenviron. Engrg., (in Japanese)
, vol.62
, Issue.3
, pp. 579-592
-
-
Ohmukai, N.1
Imai, G.2
-
17
-
-
0000405447
-
The analysis of the consolidation process by the isotache method
-
London
-
Šuklje, L. (1957): The analysis of the consolidation process by the isotache method, Proc. 4th ICSMFE., London, 1, 200-206.
-
(1957)
Proc. 4th ICSMFE.
, vol.1
, pp. 200-206
-
-
Šuklje, L.1
-
18
-
-
0033512085
-
A micro structural investigation of Osaka Bay clay: The impact of microfossiles on its mechanical behaviour
-
Tanaka, H. and Locat, J. (1999): A micro structural investigation of Osaka Bay clay: the impact of microfossiles on its mechanical behaviour, Can. Geotech. J., 36, 493-508.
-
(1999)
Can. Geotech. J.
, vol.36
, pp. 493-508
-
-
Tanaka, H.1
Locat, J.2
-
19
-
-
24744434408
-
Development of a new cone penetrometer and its application to great depths of Pleistocene clays
-
Tanaka, H., Tanaka, M., Suzuki, S. and Sakagami, T. (2003): Development of a new cone penetrometer and its application to great depths of Pleistocene clays, Soils and Foundations, 43(6), 51-61.
-
(2003)
Soils and Foundations
, vol.43
, Issue.6
, pp. 51-61
-
-
Tanaka, H.1
Tanaka, M.2
Suzuki, S.3
Sakagami, T.4
-
20
-
-
24744470180
-
Consolidation behavior of natural soils around pc value -Long term consolidation test
-
Tanaka, H. (2005): Consolidation behavior of natural soils around pc value -Long term consolidation test-, Soils and Foundations, 45(3), 83-95.
-
(2005)
Soils and Foundations
, vol.45
, Issue.3
, pp. 83-95
-
-
Tanaka, H.1
-
21
-
-
56649097189
-
Strain rate dependency of cohesive soils in consolidation settlement
-
Tanaka, H., Udaka, K. and Nosaka, T. (2006): Strain rate dependency of cohesive soils in consolidation settlement, Soils and Foundations, 46(3), 315-322.
-
(2006)
Soils and Foundations
, vol.46
, Issue.3
, pp. 315-322
-
-
Tanaka, H.1
Udaka, K.2
Nosaka, T.3
-
22
-
-
0002178612
-
Influence of stress release on sample quality of Pleistocene clay collected from large depth in Osaka Bay
-
Watabe, Y. and Tsuchida, T. (2001): Influence of stress release on sample quality of Pleistocene clay collected from large depth in Osaka Bay, Soils and Foundations, 41(4), 17-24.
-
(2001)
Soils and Foundations
, vol.41
, Issue.4
, pp. 17-24
-
-
Watabe, Y.1
Tsuchida, T.2
-
23
-
-
0036496254
-
Undrained shear strength of Pleistocene clay in Osaka Bay
-
ASCE
-
Watabe, Y., Tsuchida, T. and Adachi, K. (2002): Undrained shear strength of Pleistocene clay in Osaka Bay, J. Geotech. Geoenviron. Engrg., ASCE, 128(3), 216-226.
-
(2002)
J. Geotech. Geoenviron. Engrg.
, vol.128
, Issue.3
, pp. 216-226
-
-
Watabe, Y.1
Tsuchida, T.2
Adachi, K.3
-
24
-
-
24744438472
-
K0-consoliation in a triaxial cell and evaluation of in-situ K0 for marine clays with various characteristics
-
Watabe, Y., Tanaka, M., Tanaka, H. and Tsuchida, T. (2003): K0-consoliation in a triaxial cell and evaluation of in-situ K0 for marine clays with various characteristics, Soils and Foundations, 43(1), 1-20.
-
(2003)
Soils and Foundations
, vol.43
, Issue.1
, pp. 1-20
-
-
Watabe, Y.1
Tanaka, M.2
Tanaka, H.3
Tsuchida, T.4
-
25
-
-
70649104257
-
Variability of physical and consolidation test results for relatively uniform clay samples retrieved from Osaka Bay
-
Watabe, Y., Shiraishi, Y., Murakami, T. and Tanaka, M. (2007a): Variability of physical and consolidation test results for relatively uniform clay samples retrieved from Osaka Bay, Soils and Foundations, 47(4), 701-716.
-
(2007)
Soils and Foundations
, vol.47
, Issue.4
, pp. 701-716
-
-
Watabe, Y.1
Shiraishi, Y.2
Murakami, T.3
Tanaka, M.4
-
26
-
-
70849123196
-
Influence of sedimentation process on microfabric of clay deposit
-
Kolkata
-
Watabe, Y., Ishii, H., Kang, M.-S. and Saitoh, K. (2007b): Influence of sedimentation process on microfabric of clay deposit, Proc. 13th Asian Reg. Conf. of SMGE, Kolkata, 97-100.
-
(2007)
Proc. 13th Asian Reg. Conf. of SMGE
, pp. 97-100
-
-
Watabe, Y.1
Ishii, H.2
Kang, M.-S.3
Saitoh, K.4
-
27
-
-
0028527107
-
Modelling unanticipated pore-water pressures in soft clays
-
Yin, J. H., Graham, J., Clark, J. L. and Gao, L. (1994): Modelling unanticipated pore-water pressures in soft clays, Can. Geotech. J., 31, 773-778.
-
(1994)
Can. Geotech. J.
, vol.31
, pp. 773-778
-
-
Yin, J.H.1
Graham, J.2
Clark, J.L.3
Gao, L.4
-
28
-
-
0000364085
-
The creep and effective-stress-relaxation behavior on one-dimensional consolidation
-
Yoshikuni, H., Nishiumi, H., Ikegami, S. and Seto, K. (1994): The creep and effective-stress-relaxation behavior on one-dimensional consolidation, Proc. 29th Japan National Conference on Soil Mech. Found. Engrg., 1, 269-270 (in Japanese).
-
(1994)
Proc. 29th Japan National Conference on Soil Mech. Found. Engrg. (in Japanese)
, vol.1
, pp. 269-270
-
-
Yoshikuni, H.1
Nishiumi, H.2
Ikegami, S.3
Seto, K.4
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