-
1
-
-
85025361523
-
Settlement and their predictions
-
Hiroshima
-
L Aboshi, H. (1995). Case records of long-term measurement of consolidationsettlement and their predictions. Proceedings of the International Symposium on Compression and Consolidation of Clayey 5oiisf Hiroshima, vol, 2, pp 847 872.
-
5Oiis
, vol.2
, pp. 847 872
-
-
Laboshi, H.1
-
3
-
-
0026374773
-
Long-term consolidation characteristic of diluvial clay in osaka bay
-
Akai, K, Kamon, M., Sano, I, 8 Soga, K. (1991). Long-term consolidation characteristic of diluvial Clay in Osaka Bay. Soils and Foundations, vol 31, no. 4, pp 61-74.
-
(1991)
Soils and Foundations
, vol.31
, Issue.4
, pp. 61-74
-
-
Akai, K.1
Kamon, M.2
Sano, I.3
Soga, K.4
-
4
-
-
84891273693
-
The consolidation of peat
-
Berry, P.L. & Poskitt, T.J. (1972). The consolidation of peat Géotechnique, vol. 22, no, 1, pp 27-52
-
(1972)
Géotechnique
, vol.22
, Issue.1
, pp. 27-52
-
-
Berry, P.L.1
Poskitt, T.J.2
-
5
-
-
0038563538
-
Secondary settlements of structures subjected to large variations of live load
-
Grenoble, France
-
Bjerrum, L. (1964), Secondary settlements of structures subjected to large variations of live load. International Union of Theoretical and Applied Mechanics, Symposium on Rheoiogy and Soil Mechanics, Grenoble, France, pp 460-471.
-
(1964)
International Union of Theoretical and Applied Mechanics, Symposium on Rheoiogy and Soil Mechanics
, pp. 460-471
-
-
Bjerrum, L.1
-
6
-
-
85024184646
-
Engineering geology of norwegian normally-consolidated marine clays as related to settlement of buildings
-
Bjerrum, L. (1967), Engineering geology of Norwegian normally-consolidated marine clays as related to settlement of buildings. Géotechnique, vol. 17, pp 81-118.
-
(1967)
Géotechnique
, vol.17
, pp. 81-118
-
-
Bjerrum, L.1
-
11
-
-
18144375147
-
Settlement of buildings on the mit campus
-
Horn, H.M- a Lambe. T, W, (1964). Settlement of buildings on the MIT campus. Journal of the Soli Mechanics and Foundations Division,. American Society of Civil Engineers, vol. 90, no. SM5, pp 181-196.
-
(1964)
Journal of the Soli Mechanics and Foundations Division,. American Society of Civil Engineers
, vol.90
, pp. 181-196
-
-
Horn, H.M.1
-
12
-
-
0000729658
-
Precompression for improving foundation soils
-
Johnson, S.J. (1970). Precompression for improving foundation soils. Journal of the Soil Mechanics and Foundations Division, American Society of Civil Engineers, vol. 96, no, SMI, pp 111-144.
-
(1970)
Journal of the Soil Mechanics and Foundations Division
, vol.96
, pp. 111-144
-
-
Johnson, S.J.1
-
13
-
-
3743070340
-
Construction on marshland deposits: Treatment and results
-
Kapp, M.S., York, D.L., Aronowitz, A. & Sitomer, H. (1966). Construction on marshland deposits: treatment and results. Highway Research Board, Record No. 133, pp 1-22.
-
(1966)
Highway Research Board, Record
, vol.133
, pp. 1-22
-
-
Kapp, M.S.1
York, D.L.2
Aronowitz, A.3
Sitomer, H.4
-
15
-
-
0023287768
-
Ceotechnicai investigations offshore hong kong
-
Koutsoftas, D.C., Foott, R. & Handfelt, L.D. (1987), Ceotechnicai investigations offshore Hong Kong. Journal of the Ceotechnicai Engineering Division, American Society of Civil Engineering, vol. 113, no.2, pp 87’105.
-
(1987)
Journal of the Ceotechnicai Engineering Division, American Society of Civil Engineering
, vol.113
, Issue.2
, pp. 87
-
-
Koutsoftas, D.C.1
Foott, R.2
Handfelt, L.D.3
-
18
-
-
0000754813
-
Compressibility of clay
-
Leonards, C A. & Aitschaeffl, A.G, (1964). Compressibility of clay, Journal of the Soil Mechanics and Foundations Division, American Society of Civil Engineers, vol. 90, no. SM5, pp 133-155
-
(1964)
Journal of the Soil Mechanics and Foundations Division, American Society of Civil Engineers
, vol.90
, pp. 133-155
-
-
Leonards, C.A.1
Aitschaeffl, A.G.2
-
19
-
-
72649099765
-
-
72), Geotcchnical Engineering Office, Hong Kong
-
Lo, D.O.K. & Premchitt, J. (1998). Long term Consolidation Tests on Clays from the Chek Lap Kok Formation (GEO Report No. 72), Geotcchnical Engineering Office, Hong Kong, 89p.
-
(1998)
Long Term Consolidation Tests on Clays from the Chek Lap Kok Formation (GEO Report No
, pp. 89
-
-
Lo, D.1
Premchitt, J.2
-
20
-
-
0043144122
-
Secondary compression of clays
-
SM4
-
Lo, K.Y. (1961), Secondary compression of clays. Journal of the Soil Mechanics and Foundations Division, American Society of Civil Engineers, vol. 87, no, SM4, pp 61 -88.
-
(1961)
Journal of the Soil Mechanics and Foundations Division, American Society of Civil Engineers
, vol.87
-
-
Lo, K.Y.1
-
21
-
-
0015574479
-
Coefficient of secondary compression
-
HO, SMI
-
Mesri, G. (1973). Coefficient of secondary compression. Journo! of the Soil Mechanics and Foundations Division, American Society of Civil Engineers, vol. 99, HO, SMI, pp 123-137.
-
(1973)
Journo! Of
, vol.99
, pp. 123-137
-
-
Mesri, G.1
-
22
-
-
75949103539
-
Prediction and performance of earth structures on soft clay - general report
-
Yokohama
-
Mesri, G. (199T, Prediction and performance of earth structures on soft clay - general report. Proceedingsof the international Conference on Ceotechnicai Engineering for Coastal Development, Yokohama, vol. 2, pp G2.l-G2.16.
-
(1999)
Proceedings
, vol.2
, pp. G2.1-G2.16
-
-
Mesri, G.1
-
24
-
-
0023305801
-
C/c(Concept and during secondary compression
-
Mesri, G. & Castro, A. (1987). C/C(concept and during secondary compression. Joumai of the Ceotechnicai Engineering Division, American Society of Civil Engineers, vol. 113, no. 3, pp 230-247.
-
(1987)
Joumai of the Ceotechnicai Engineering Division, American Society of Civil Engineers
, vol.113
, Issue.3
, pp. 230-247
-
-
Mesri, G.1
Castro, A.2
-
25
-
-
85025367396
-
-
Mesri, G. Q Choi, Y, K. (1980). Discussion on excess pore-water pressure and preconsofidation effect developed in normally consolidated clays of some age by Y- Murakami. Soils and Foundations, vol. 20, no. 4, pp 143-148.
-
Discussion on Excess Pore-Water Pressure and Preconsofidation Effect Developed in Normally Consolidated Clays of Some Age by Y- Murakami. Soils and Foundations, Vol. 20
, vol.4
, pp. 143-148
-
-
Mesri, G.Q.1
-
26
-
-
0013172235
-
Discussion on time effects on the stress-strain behaviour of natural soft clays by
-
J. Graham, J.H.A, Crook 0 A.L, Bell.
-
Mesri, C. & Choi, Y K. (1984), Discussion on time effects on the stress-strain behaviour of natural soft clays by J. Graham, J.H.A, Crook 0 A.L, Bell. Céotechnique, vol, 34, no. 3, pp 439-442.
-
(1984)
Céotechnique
, vol.34
, Issue.3
, pp. 439-442
-
-
Mesri, C.1
Choi, Y.K.2
-
27
-
-
0022248737
-
The uniqueness of the end-of*primary (Eop) void ratio - effective stress relationship
-
California
-
Mesri, C. 8 Choi, Y.K, (1985). The uniqueness of the end-of*primary (EOP) void ratio - effective stress relationship. Proceedings of the Eleventh International Conference on Soil Mechanics and Foundation Engineering, San Francisco, California, vol. 2, pp 587-590.
-
(1985)
Proceedings of the Eleventh International Conference on Soil Mechanics and Foundation Engineering
, vol.2
, pp. 587-590
-
-
Mesri, C.1
Echoi, Y.K.2
-
29
-
-
0017494335
-
Time- and stress-compresslbiiity interrelationship
-
Mesri, G, 0 Godlewski, P.M. (1977). Time- and stress-compresslbiiity interrelationship. Journal of the Ceotechnicai Engineering Division, American Society of Civil Engineers, vol. 103, no, GT5, pp 417-430. (Closure, vol. 105, 1979r no. GT1, pp 106-113).
-
(1977)
Journal of the Ceotechnicai Engineering Division, American Society of Civil Engineers
, vol.103
, pp. 417-430
-
-
Mesri, G.1
Godlewski, P.M.2
-
30
-
-
0028026338
-
Settlements of embankments on soft
-
Mesri, G., Lof D.O.K. 8 Feng, T.W. (1994). Settlements of embankments on soft clays. Proceedings of Settlement'94, Vertical and Horizontal Deformations of Foundations and Embankments, American Society of Civil Engineers, Ceotechnicai Special Publication No. 40, vol. 1, pp 8-56.
-
(1994)
Proceedings of Settlement'94, Vertical and Horizontal Deformations of Foundations and Embankments
, vol.1
, pp. 8-56
-
-
Mesri, G.1
Feng, L.D.2
-
31
-
-
0018683579
-
Excess pore-water pressure and preconsolidation effect developed in normally consolidated clays of some age
-
Murakami, Y. (1979). Excess pore-water pressure and preconsolidation effect developed in normally consolidated clays of some age. Soils and Foundations, vol. 19, no. 4, pp 17-29.
-
(1979)
Soils and Foundations
, vol.19
, Issue.4
, pp. 17-29
-
-
Murakami, Y.1
-
32
-
-
75949128026
-
Crt testing at hong kong s new airport at chek lap kok
-
Linkoping
-
Newman, R., Covil, C„ Wood, R, Ng, N. & Berner, P. (1995). CRT testing at Hong Kong s new airport at CheK Lap Kok. Proceedings of the International Symposium on Cone Penetration Testing, Linkoping, vol. 3, pp 227-239
-
(1995)
Proceedings of the International Symposium on Cone Penetration Testing
, pp. 227-239
-
-
Newman, R.1
Covil, C.2
Berner, P.3
-
34
-
-
85025310123
-
Analysis of primary and secondary consolidation, journal of the soil mechanics and foundations division, american society of civil engineers, vol. 88, no. sm6
-
37 Wahls, H E, (1962). Analysis of primary and secondary consolidation, Journal of the Soil Mechanics and Foundations Division, American Society of Civil Engineers, vol. 88, no. SM6, pp 207-231
-
(1962)
Pp 207-231
-
-
Wahls, H.E.1
-
35
-
-
0013175371
-
Secondary settlements in sensitive clays
-
waiker, LK. (1969). Secondary settlements in sensitive clays, Canadian Ceotechnicai Journal, vol. 6, no. 2, pp 219-222.
-
(1969)
Canadian Ceotechnicai Journal
, vol.6
, Issue.2
, pp. 219-222
-
-
Waiker, L.K.1
-
36
-
-
84877266913
-
Secondary compression of day in consolidation and undrained shear tests
-
Thailand
-
Yasuhara, K., Yamanouchi, Trj Ue, S, 0 Hirao, K. (1983), Secondary compression of day in consolidation and undrained shear tests. Proceedings of the Symposium on Recent Developments in Laboratory and Field Tests and Analysis of Ceotechnicai Problems, Thailand, pp 230-255.14
-
(1983)
Proceedings of the Symposium on Recent Developments in Laboratory and Field Tests and Analysis of Ceotechnicai Problems
, vol.14
, pp. 230-255
-
-
Yasuhara, K.1
Yamanouchi, T.U.2
|