-
4
-
-
33845265300
-
In situ evaluation of radioisotope cone penetrometers in clays
-
Dasari, G. R., Karthikeyan, M., Tan, T.-S, Mimura, M., Phoon, K.-K. (2006): In situ evaluation of radioisotope cone penetrometers in clays, Geotech. Testing J., 29(1), 45-53.
-
(2006)
Geotech. Testing J.
, vol.29
, Issue.1
, pp. 45-53
-
-
Dasari, G.R.1
Karthikeyan, M.2
Tan, T.-S.3
Mimura, M.4
Phoon, K.-K.5
-
5
-
-
84881061023
-
-
EN 1997-1: 2004: Eurocode 7, Geotechnical design - Par 1: General rules.
-
EN 1997-1: 2004: Eurocode 7, Geotechnical design - Par 1: General rules.
-
-
-
-
6
-
-
56149127555
-
-
suggested guidelines, The Technical Committee on Geotechnical Reports of the Underground Technology Research Council, American Society of Civil Engineers
-
Essex, R. J. (2007): Geotechnical baseline reports for construction, suggested guidelines, The Technical Committee on Geotechnical Reports of the Underground Technology Research Council, American Society of Civil Engineers.
-
(2007)
Geotechnical Baseline Reports for Construction
-
-
Essex, R.J.1
-
7
-
-
84867466996
-
The second phase construction of Kansai International Airport considering the large and long-term settlement of the clay deposits
-
Furudoi, T. (2010): The second phase construction of Kansai International Airport considering the large and long-term settlement of the clay deposits, Soils and Foundations, 50(6), 805-816.
-
(2010)
Soils and Foundations
, vol.50
, Issue.6
, pp. 805-816
-
-
Furudoi, T.1
-
8
-
-
0020809535
-
Undrained strength characteristics of normally consolidated aged clay
-
Hanzawa, H. (1983): Undrained strength characteristics of normally consolidated aged clay, Soils and Foundations, 23(3), 39-49.
-
(1983)
Soils and Foundations
, vol.23
, Issue.3
, pp. 39-49
-
-
Hanzawa, H.1
-
11
-
-
84881040408
-
-
JGS 4001: 2004: Principles for foundation design grounded on performance based design concept, Japanese Geotechnical Society.
-
JGS 4001: 2004: Principles for foundation design grounded on performance based design concept, Japanese Geotechnical Society.
-
-
-
-
13
-
-
33747980611
-
Meeting the challenge to the very soft ground-The Tokyo International Airport Offshore Expansion Project
-
Katayama, T. (1991): Meeting the challenge to the very soft ground - the Tokyo International Airport Offshore Expansion Project, Proc. Int. Conf. Geotech. Engrg for Coastal Development, GEO-COAST'91, 954-967.
-
(1991)
Proc. Int. Conf. Geotech. Engrg for Coastal Development, GEO-COAST'91
, pp. 954-967
-
-
Katayama, T.1
-
14
-
-
0043204595
-
Development of pneumatic flow mixing method and its application to Central Japan International Airport construction
-
Kitazume, M. and Satoh, T. (2003): Development of pneumatic flow mixing method and its application to Central Japan International Airport construction, /. Ground Improvement, 7(3), 139- 148.
-
(2003)
Ground Improvement
, vol.7
, Issue.3
, pp. 139-148
-
-
Kitazume, M.1
Satoh, T.2
-
15
-
-
0008463716
-
Stanamic load testing of foundation piles
-
Middendorp, P., Bermingham, O. and Kuiper, B. (1992): Stanamic load testing of foundation piles, Proc. 4th Int. Conf. Application of Stress-Wave Theory to Piles, 581-588.
-
(1992)
Proc. 4th Int. Conf. Application of Stress-Wave Theory to Piles
, pp. 581-588
-
-
Middendorp, P.1
Bermingham, O.2
Kuiper, B.3
-
16
-
-
0001679490
-
New design procedure for stability of soft clays, Discussion
-
Mesri, G. (1975): New design procedure for stability of soft clays, Discussion, ASCE J. Geotech. Engrg, 101(4), 409-412.
-
(1975)
ASCE J. Geotech. Engrg
, vol.101
, Issue.4
, pp. 409-412
-
-
Mesri, G.1
-
17
-
-
84867184958
-
Long- term consolidation settlement prediction in Tokyo International Airport D-Runway
-
Japan, (in Japanese)
-
Mizuno, K., Yamada, K., Aoki, Y., Yamamoto, T., Takahashi,M., Kobayashi, M., Watabe, Y. and Noguchi, T. (2010): Long- term consolidation settlement prediction in Tokyo International Airport D-Runway, Proc. 9th Symp. Ground Improvement, the Society of Material Science, Japan, 351-356 (in Japanese).
-
(2010)
Proc. 9th Symp. Ground Improvement, the Society of Material Science
, pp. 351-356
-
-
Mizuno, K.1
Yamada, K.2
Aoki, Y.3
Takahashim, Y.T.4
Kobayashi, M.5
Watabe, Y.6
Noguchi, T.7
-
18
-
-
77950957991
-
Absorption property evaluation of light weight soil with air foam due to different mixing conditions
-
doi: 10.2472/jsms.59.68 (in Japanese)
-
Nagatome, T., Hashimoto, T., Otani, J. and Kikuchi, Y. (2010): Absorption property evaluation of light weight soil with air foam due to different mixing conditions, /. Society of Materials Science, Japan, 59(1), 68-73, doi: 10.2472/jsms.59.68 (in Japanese).
-
(2010)
Society of Materials Science, Japan
, vol.59
, Issue.1
, pp. 68-73
-
-
Nagatome, T.1
Hashimoto, T.2
Otani, J.3
Kikuchi, Y.4
-
19
-
-
85007920131
-
The >u = 0 analysis of stability and unconfined compression strength
-
Nakase, A. (1967): The >u = 0 analysis of stability and unconfined compression strength, Soils and Foundations, 7(2), 33-45.
-
(1967)
Soils and Foundations
, vol.7
, Issue.2
, pp. 33-45
-
-
Nakase, A.1
-
20
-
-
84867184582
-
Design of large-scale seawall structure with high strength joint and observation of its real behavior
-
(in Japanese)
-
Niihara, Y., Yoshihara, T., Nagashima, S., Murakami, T., Noguchi, T. and Miyata, M. (2010): Design of large-scale seawall structure with high strength joint and observation of its real behavior, Annual J. Civil Engrg in the Ocean, Japan Soc. Civil Engrs, 26 (in Japanese).
-
(2010)
Annual J. Civil Engrg in the Ocean, Japan Soc. Civil Engrs
, pp. 26
-
-
Niihara, Y.1
Yoshihara, T.2
Nagashima, S.3
Murakami, T.4
Noguchi, T.5
Miyata, M.6
-
23
-
-
0002591446
-
Induced anisotropy and time dependency in clays, constitutive equation of soils
-
Tokyo
-
Sekiguchi, H. and Ohta, H. (1977): Induced anisotropy and time dependency in clays, constitutive equation of soils, Proc. Specialty Session 9, 9th Int. Conf. Soil Mech. Found. Engrg, Tokyo, 306-315.
-
(1977)
Proc. Specialty Session 9, 9th Int. Conf. Soil Mech. Found. Engrg
, pp. 306-315
-
-
Sekiguchi, H.1
Ohta, H.2
-
24
-
-
0000405447
-
The analysis of the consolidation process by the isotache method
-
London
-
Suklje, L. (1957): The analysis of the consolidation process by the isotache method, Proc. 4th Int. Conf. Soil Mech. Found. Engng, London, 200-206.
-
(1957)
Proc. 4th Int. Conf. Soil Mech. Found. Engng
, pp. 200-206
-
-
Suklje, L.1
-
26
-
-
8744229333
-
Mechanical characteristics of a cement treated dredged soil utilized for waste reclamation landfill
-
IS-Yokohama 2000
-
Watabe, Y., Tsuchida, T., Furuno, T. and Yuasa, H. (2000): Mechanical characteristics of a cement treated dredged soil utilized for waste reclamation landfill, Proc. Int. Symp. Coastal Geotech. Engrg in Practice, IS-Yokohama 2000, 739-745.
-
(2000)
Proc. Int. Symp. Coastal Geotech. Engrg in Practice
, pp. 739-745
-
-
Watabe, Y.1
Tsuchida, T.2
Furuno, T.3
Yuasa, H.4
-
27
-
-
0036496254
-
Undrained shear strength of Pleistocene clay in Osaka Bay
-
Watabe, Y., Tsuchida, T. and Adachi, K. (2002): Undrained shear strength of Pleistocene clay in Osaka Bay, /. Geotech. Geoenv. Engrg, 128(3), 216-226.
-
(2002)
Geotech. Geoenv. Engrg
, vol.128
, Issue.3
, pp. 216-226
-
-
Watabe, Y.1
Tsuchida, T.2
Adachi, K.3
-
28
-
-
24744438472
-
K-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): K- 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
-
29
-
-
24744466027
-
One-dimensional compression of air-foam treated lightweight geo- material in microscopic point of view
-
Watabe, Y., Itou, Y., Kang, M.-S. and Tsuchida, T. (2004): One- dimensional compression of air-foam treated lightweight geo- material in microscopic point of view, Soils and Foundations, 44(6), 53-67.
-
(2004)
Soils and Foundations
, vol.44
, Issue.6
, pp. 53-67
-
-
Watabe, Y.1
Itou, Y.2
Kang, M.-S.3
Tsuchida, T.4
-
30
-
-
76649128504
-
Characteristics and countermeasures for the deterioration of Air-foam treated lightweight soil
-
doi: 10.3208/jgs.2.311 (in Japanese)
-
Watabe, Y., Saegusa, H., Ueda, T., Shiina, T., Shiraishi, Y. and Murakami, T. (2007): Characteristics and countermeasures for the deterioration of Air-foam treated lightweight soil, Japanese Geotech. J., 2(4), 311-318, doi: 10.3208/jgs.2.311 (in Japanese).
-
(2007)
Japanese Geotech. J.
, vol.2
, Issue.4
, pp. 311-318
-
-
Watabe, Y.1
Saegusa, H.2
Ueda, T.3
Shiina, T.4
Shiraishi, Y.5
Murakami, T.6
-
31
-
-
70849119211
-
Strain rate effect on long-term consolidation of Osaka bay clay
-
Watabe, Y., Udaka, K. and Morikawa, Y. (2008): Strain rate effect on long-term consolidation of Osaka bay clay, Soils and Foundations, 48(4), 495-509.
-
(2008)
Soils and Foundations
, vol.48
, Issue.4
, pp. 495-509
-
-
Watabe, Y.1
Udaka, K.2
Morikawa, Y.3
-
32
-
-
79953233166
-
Practical determination method for soil parameters adopted in the new performance based design code for port facilities in Japan
-
Watabe, Y., Tanaka, M. and Kikuchi, Y. (2009): Practical determination method for soil parameters adopted in the new performance based design code for port facilities in Japan, Soils and Foundations, 49(6), 827-839.
-
(2009)
Soils and Foundations
, vol.49
, Issue.6
, pp. 827-839
-
-
Watabe, Y.1
Tanaka, M.2
Kikuchi, Y.3
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