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Long-term strength and viscoplasticity of clayey soils : Yu. K. Zaretskii, Soil Mechanics & Foundation Engineering, 32(2), 1995, pp 37–42; translated from: Osnovaniya, Fundamenty i Mekhanika Gruntov, 2, 1995, pp 2–6

Publisher: Elsevier Science
Year: 1996
Tongue: English
Weight: 131 KB
Volume: 33
Category: Article
ISSN: 0148-9062
DOI: 10.1016/0148-9062(96)89921-9

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📜 SIMILAR VOLUMES

Determination of the strength and deform

Determination of the strength and deformation characteristics of clayey soils by shear tests in a kinematic regime : Yu. K. Zaretskii & B. D. Chumichev, Soil Mechanics & Foundation Engineering, 32(2), 1995, pp 43–46; translated from: Osnovaniya, Fundamenty i Methanika Gruntov, 2, 1995, pp 7–10

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General model for the approximate calcul

General model for the approximate calculation of elastic-bed settlements : D. Ding, Soil Mechanics & Foundation Engineering, 32(2), 1995, pp 47–52; translated from: Osnovaniya, Fundamenty i Mekhanika Gruntov, 2, 1995, pp 11–14

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Estimation of reliability of permafrost

Estimation of reliability of permafrost beds: A. S. Gerasimov, Soil Mechanics & Foundation Engineering, 31(6), 1995, pp 187–191; translated from: Osnovaniya, Fundamenty i Mekhanika Gruntov, 6, pp 2–6, 1994

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Defects of precast and cast-in-place pil

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Structure damage sustained as a result o

Structure damage sustained as a result of errors in foundation design: M. Yu. Abelev, Soil Mechanics & Foundation Engineering, 32(1), 1995, pp 29–31; translated from: Osnovaniya, Fundamenty i Mekhanika Gruntov, 1, 1995, pp 25–27

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Compaction of loess soils prone to slump

Compaction of loess soils prone to slump-type settlement by wetting with subsequent tamping : O. K. Yugai & A. P. Balabanov, Soil Mechanics & Foundation Engineering, 32(2), 1995, pp 53–56; translated from: Osnovaniya, Fundamenty i Mekhanika Gruntov, 2, 1995, pp 15–17

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