-
1
-
-
0028741174
-
"Undrained shear strength of clay improved with sand compaction piles"
-
SOIFBE0038-0806
-
Asaoka, A., Kodaka, T., and Nozu, M. (1994). "Undrained shear strength of clay improved with sand compaction piles." Soils Found. SOIFBE0038-0806, 34(4), 23-32.
-
(1994)
Soils Found
, vol.34
, Issue.4
, pp. 23-32
-
-
Asaoka, A.1
Kodaka, T.2
Nozu, M.3
-
2
-
-
0004055029
-
-
ASCE, New York
-
Bergado, D. T., Anderson, L. R., Miura, N., and Balasubramaniam, A. S. (1996). Soft ground improvement in lowland and other environments, ASCE, New York.
-
(1996)
Soft Ground Improvement in Lowland and Other Environments
-
-
Bergado, D.T.1
Anderson, L.R.2
Miura, N.3
Balasubramaniam, A.S.4
-
3
-
-
0037271319
-
"Field observation of long-term strength of cement treated soil"
-
Geotechnical Special Publication No. 120, L. F. Johnsen, D. A. Bruce, and M. J. Byle, eds., Vol. 1, ASCE, Reston, Va., 598-609.Hayashi, H., Nishikawa, J., Ohishi, K., and Terashi, M. (2003). "Field observation of long-term strength of cement treated soil." Grouting and ground treatment, Geotechnical Special Publication No. 120, L. F. Johnsen, D. A. Bruce, and M. J. Byle, eds., Vol. 1, ASCE, Reston, Va
-
Hayashi, H., Nishikawa, J., Ohishi, K., and Terashi, M. (2003). "Field observation of long-term strength of cement treated soil." Grouting and ground treatment, Geotechnical Special Publication No. 120, L. F. Johnsen, D. A. Bruce, and M. J. Byle, eds., Vol. 1, ASCE, Reston, Va., 598-609.Hayashi, H., Nishikawa, J., Ohishi, K., and Terashi, M. (2003). "Field observation of long-term strength of cement treated soil." Grouting and ground treatment, Geotechnical Special Publication No. 120, L. F. Johnsen, D. A. Bruce, and M. J. Byle, eds., Vol. 1, ASCE, Reston, Va., 598-609.
-
(2003)
Grouting and Ground Treatment
, pp. 598-609
-
-
Hayashi, H.1
Nishikawa, J.2
Ohishi, K.3
Terashi, M.4
-
4
-
-
43949089668
-
"Geotechnical investigation on construction techniques of historical remains"
-
India Geotechnical Society, Allahad
-
Hayashi, S., and Du, Y. J. (2002). "Geotechnical investigation on construction techniques of historical remains." Proc. Indian Geotechnical Conf., Vol. 2, India Geotechnical Society, Allahad, 747-755.
-
(2002)
Proc. Indian Geotechnical Conf.
, vol.2
, pp. 747-755
-
-
Hayashi, S.1
Du, Y.J.2
-
5
-
-
0002570857
-
"Lime-soil mixture"
-
Highway Research Board, National Research Council, Washington, D.C.Herrin, M., and Mitchell, H. (1961). "Lime-soil mixture" Bulletin 304, Highway Research Board, National Research Council, Washington, D.C
-
Herrin, M., and Mitchell, H. (1961). "Lime-soil mixture." Bulletin 304, Highway Research Board, National Research Council, Washington, D.C.Herrin, M., and Mitchell, H. (1961). "Lime-soil mixture." Bulletin 304, Highway Research Board, National Research Council, Washington, D.C.
-
(1961)
Bulletin 304
-
-
Herrin, M.1
Mitchell, H.2
-
6
-
-
31044432231
-
"Comparison in undrained strength between undisturbed and remolded Ariake clays"
-
JGGEFK1090-024110.1061/(ASCE)1090-0241(2006)132:2(272)
-
Hong, Z. S., Liu, S. Y., Shen, S. L., and Negami, T. (2006). "Comparison in undrained strength between undisturbed and remolded Ariake clays." J. Geotech. Geoenviron. Eng. JGGEFK1090-024110.1061/ (ASCE)1090-0241(2006)132:2(272), 132(2), 272-275.
-
(2006)
J. Geotech. Geoenviron. Eng.
, vol.132
, Issue.2
, pp. 272-275
-
-
Hong, Z.S.1
Liu, S.Y.2
Shen, S.L.3
Negami, T.4
-
7
-
-
84944590932
-
"Method for portable cone penetration test"
-
Japanese Geotechnical Society (JGS). Tokyo (in Japanese).Japanese Geotechnical Society (JGS). (2003). "Method for portable cone penetration test." JGS 1431-2003, Tokyo (in Japanese)
-
Japanese Geotechnical Society (JGS). (2003). "Method for portable cone penetration test." JGS 1431-2003, Tokyo (in Japanese).Japanese Geotechnical Society (JGS). (2003). "Method for portable cone penetration test." JGS 1431-2003, Tokyo (in Japanese).
-
(2003)
JGS 1431-2003
-
-
-
8
-
-
0037642940
-
"Ground improvement techniques-Theme lecture"
-
AIT, Bangkok
-
Kamon, M., and Bergado, D. T. (1991). "Ground improvement techniques-Theme lecture." Proc., 9th Asian Regional Conf. Soil Mechanics and Foundation Engineering, Vol. 1, AIT, Bangkok, 203-228.
-
(1991)
Proc., 9th Asian Regional Conf. Soil Mechanics and Foundation Engineering,
, vol.1
, pp. 203-228
-
-
Kamon, M.1
Bergado, D.T.2
-
9
-
-
43949144049
-
"A laboratory study on the transition zone around lime-cement columns"
-
Swedish Geotechnical Institute, Linkoping
-
Larsson, S., and Kosche, M. (2005). "A laboratory study on the transition zone around lime-cement columns." Proc., Int. Conf. on Deep Mixing, Best Practice and Recent Advances, Vol. 1, Swedish Geotechnical Institute, Linkoping, 111-118.
-
(2005)
Proc., Int. Conf. on Deep Mixing, Best Practice and Recent Advances
, vol.1
, pp. 111-118
-
-
Larsson, S.1
Kosche, M.2
-
10
-
-
0021042860
-
"Propriétés caractéristiques des argiles de l'est du Canada"
-
CGJOAH0008-367410.1139/t83-076
-
Leroueil, S., Tavenas, F., and Le Bihan, J. P. (1983). "Propriétés caractéristiques des argiles de l'est du Canada." Can. Geotech. J. CGJOAH0008-367410.1139/t83-076, 20(4), 681-705.
-
(1983)
Can. Geotech. J.
, vol.20
, Issue.4
, pp. 681-705
-
-
Leroueil, S.1
Tavenas, F.2
Le Bihan, J.P.3
-
11
-
-
0022267659
-
"The causes and effects of aging in quick clays"
-
CGJOAH0008-3674
-
Lessard, G., and Mitchell, J. K. (1985). "The causes and effects of aging in quick clays." Can. Geotech. J. CGJOAH0008-3674, 22(3), 335-346.
-
(1985)
Can. Geotech. J.
, vol.22
, Issue.3
, pp. 335-346
-
-
Lessard, G.1
Mitchell, J.K.2
-
13
-
-
0001040389
-
"Depositional environment and geotechnical properties of soft deposit in Saga Plain"
-
Miura, N., Chai, J. C., Hino, T., and Shimoyama, S. (1998a). "Depositional environment and geotechnical properties of soft deposit in Saga Plain." Indian Geotech. J., 28(2), 121-146.
-
(1998)
Indian Geotech. J.,
, vol.28
, Issue.2
, pp. 121-146
-
-
Miura, N.1
Chai, J.C.2
Hino, T.3
Shimoyama, S.4
-
14
-
-
0037690951
-
"Strength changes of the clay in the vicinity of soil cement column"
-
(in Japanese)
-
Miura, N., Shen, S. L., Koga, K., and Nakamura, R. (1998b). "Strength changes of the clay in the vicinity of soil cement column." J. Geotech. Geoenviron. Eng. 43(596), 209-221 (in Japanese).
-
(1998)
J. Geotech. Geoenviron. Eng.
, vol.43
, Issue.596
, pp. 209-221
-
-
Miura, N.1
Shen, S.L.2
Koga, K.3
Nakamura, R.4
-
15
-
-
1842574943
-
"Performance of SDM machine for soil improvement and properties of the improved clay"
-
Saga Univ., Saga, Japan (in Japanese)
-
Nakamura, R., Ohtsuka, Y., Miura, N., Koga, K., Shen, S. L., and Nishida, K. (1997). "Performance of SDM machine for soil improvement and properties of the improved clay." Rep. of the Faculty of Science and Engineering, Vol. 25, Saga Univ., Saga, Japan, 81-90 (in Japanese).
-
(1997)
Rep. of the Faculty of Science and Engineering
, vol.25
, pp. 81-90
-
-
Nakamura, R.1
Ohtsuka, Y.2
Miura, N.3
Koga, K.4
Shen, S.L.5
Nishida, K.6
-
16
-
-
0029471872
-
"Depositional and post-depositional geochemistry, and its correlation with the geotechnical properties of marine clays in Ariake Bay, Japan"
-
GTNQA80016-8505
-
Otsubo, M., Egashira, K., and Kashima, K. (1995). "Depositional and post-depositional geochemistry, and its correlation with the geotechnical properties of marine clays in Ariake Bay, Japan." Geotechnique GTNQA80016-8505, 45(3), 509-523.
-
(1995)
Geotechnique
, vol.45
, Issue.3
, pp. 509-523
-
-
Otsubo, M.1
Egashira, K.2
Kashima, K.3
-
17
-
-
0002624699
-
"Lime stabilization technique for the improvement of marine clay"
-
SOIFBE0038-0806
-
Rajasekaran, G., and Rao, S. N. (1997). "Lime stabilization technique for the improvement of marine clay." Soils Found. SOIFBE0038-0806, 37(2), 97-104.
-
(1997)
Soils Found.
, vol.37
, Issue.2
, pp. 97-104
-
-
Rajasekaran, G.1
Rao, S.N.2
-
18
-
-
0018738465
-
"Driven piles in clay - The effects of installation and subsequent consolidation"
-
GTNQA80016-8505
-
Randolph, M. F., Carter, J. P., and Wroth, C. P. (1979). "Driven piles in clay - The effects of installation and subsequent consolidation." Geotechnique GTNQA80016-8505, 29(4), 361-393.
-
(1979)
Geotechnique
, vol.29
, Issue.4
, pp. 361-393
-
-
Randolph, M.F.1
Carter, J.P.2
Wroth, C.P.3
-
19
-
-
34147166828
-
"The use of additives to enhance the performance of lime piles"
-
Helsinki
-
Rogers, C. D. F., Glendinning, S., and Troughton, V. M. (2000). "The use of additives to enhance the performance of lime piles." Proc. GIGS 2000, Helsinki, 127-134.
-
(2000)
Proc. GIGS 2000
, pp. 127-134
-
-
Rogers, C.D.F.1
Glendinning, S.2
Troughton, V.M.3
-
20
-
-
33645636770
-
"Pollutant migration through a liner underlain by fractured soil"
-
JGENDZ0733-941010.1061/(ASCE)0733-9410(1992)118:7(1031)
-
Rowe, R. K., and Booker, J. R. (1991). "Pollutant migration through a liner underlain by fractured soil." J. Geotech. Engrg. JGENDZ0733-941010.1061/(ASCE)0733-9410(1992)118:7(1031), 118(7), 1031-1046.
-
(1991)
J. Geotech. Engrg.
, vol.118
, Issue.7
, pp. 1031-1046
-
-
Rowe, R.K.1
Booker, J.R.2
-
21
-
-
0041692319
-
"Laboratory studies on property changes in surrounding clays due to installation of deep mixing columns"
-
Shen, S. L., Han, J., Huang, X. C., and Du, S. J. (2003a). "Laboratory studies on property changes in surrounding clays due to installation of deep mixing columns." Marine Georesources & Geotechnology., 21(3), 15-35.
-
(2003)
Marine Georesources & Geotechnology.
, vol.21
, Issue.3
, pp. 15-35
-
-
Shen, S.L.1
Han, J.2
Huang, X.C.3
Du, S.J.4
-
22
-
-
0013082579
-
"Soil fracturing the surrounding clay during deep mixing column installation"
-
SOIFBE0038-0806
-
Shen, S. L., and Miura, N. (1999). "Soil fracturing the surrounding clay during deep mixing column installation." Soils Found. SOIFBE0038-0806, 39(5), 13-22.
-
(1999)
Soils Found.
, vol.39
, Issue.5
, pp. 13-22
-
-
Shen, S.L.1
Miura, N.2
-
23
-
-
0037268607
-
"Evaluation of property changes in surrounding clays due to installation of deep mixing columns"
-
Geotechnical Special Publication No. 120, L. F. Johnsen, D. A. Bruce, and M. J. Byle, eds., Vol. 1, ASCE, Reston, Va., 634-645.Shen, S. L., Miura, N., Han, J., and Koga, H. (2003b). "Evaluation of property changes in surrounding clays due to installation of deep mixing columns." Grouting and ground treatment, Geotechnical Special Publication No. 120, L. F. Johnsen, D. A. Bruce, and M. J. Byle, eds., Vol. 1, ASCE, Reston, Va
-
Shen, S. L., Miura, N., Han, J., and Koga, H. (2003b). "Evaluation of property changes in surrounding clays due to installation of deep mixing columns." Grouting and ground treatment, Geotechnical Special Publication No. 120, L. F. Johnsen, D. A. Bruce, and M. J. Byle, eds., Vol. 1, ASCE, Reston, Va., 634-645.Shen, S. L., Miura, N., Han, J., and Koga, H. (2003b). "Evaluation of property changes in surrounding clays due to installation of deep mixing columns." Grouting and ground treatment, Geotechnical Special Publication No. 120, L. F. Johnsen, D. A. Bruce, and M. J. Byle, eds., Vol. 1, ASCE, Reston, Va., 634-645.
-
(2003)
Grouting and Ground Treatment
, pp. 634-645
-
-
Shen, S.L.1
Miura, N.2
Han, J.3
Koga, H.4
-
24
-
-
0038684996
-
"Interaction mechanism between deep mixing column and surrounding clay during installa-tion"
-
CGJOAH0008-367410.1139/t02-109
-
Shen, S. L., Miura, N., and Koga, H. (2003c). "Interaction mechanism between deep mixing column and surrounding clay during installa-tion." Can. Geotech. J. CGJOAH0008-367410.1139/t02-109, 40(2), 293-307.
-
(2003)
Can. Geotech. J.
, vol.40
, Issue.2
, pp. 293-307
-
-
Shen, S.L.1
Miura, N.2
Koga, H.3
-
25
-
-
0003554214
-
-
Prentice-Hall, New York
-
Sverdrup, H. U., Johnson, M. W., and Fleming, R. H. (1942). The oceans, their physics, chemistry and general biology, Prentice-Hall, New York.
-
(1942)
The Oceans, Their Physics, Chemistry and General Biology
-
-
Sverdrup, H.U.1
Johnson, M.W.2
Fleming, R.H.3
-
27
-
-
0019654826
-
"Ground improved by deep mixing method"
-
ISSMFE, Stockholm
-
Terashi, M., and Tanaka, H. (1981). "Ground improved by deep mixing method." Proc., 10th Int. Conf. Soil Mechanics and Foundation Engineering, Vol. 2, ISSMFE, Stockholm, 777-780.
-
(1981)
Proc., 10th Int. Conf. Soil Mechanics and Foundation Engineering
, vol.2
, pp. 777-780
-
-
Terashi, M.1
Tanaka, H.2
-
28
-
-
43949099474
-
"Trafficability of soils"
-
Waterways Experiment Station (WES). 1st Suppl., Vicksburg, Miss.Waterways Experiment Station (WES). (1948). "Trafficability of soils." Technical Memorandum No. 3-240, 1st Suppl., Vicksburg, Miss
-
Waterways Experiment Station (WES). (1948). "Trafficability of soils." Technical Memorandum No. 3-240, 1st Suppl., Vicksburg, Miss.Waterways Experiment Station (WES). (1948). "Trafficability of soils." Technical Memorandum No. 3-240, 1st Suppl., Vicksburg, Miss.
-
(1948)
Technical Memorandum No. 3-240
-
-
|