Study on the settlement of saturated clay layer induced by cyclic shear
Sukeo Ohara,Hiroshi Matsuda +1 more
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In this paper, two-way strain controlled cyclic simple shear tests under the undrained condition are carried out for normally consolidated and overconsolidated Kaolinite clay.About:
This article is published in Soils and Foundations.The article was published on 1988-09-15 and is currently open access. It has received 91 citations till now. The article focuses on the topics: Pore water pressure & Simple shear.read more
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Cyclic Threshold Shear Strains in Soils
TL;DR: In this article, two types of cyclic threshold shear strain are examined and their approximate magnitudes identified for different types of soils based on a synthesis of published laboratory data, and two different categories of soil behavior are represented.
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Dynamic soil–structure interaction of monopile supported wind turbines in cohesive soil
TL;DR: In this paper, a series of laboratory tests were conducted in which a scaled model wind turbine supported on a monopile in kaolin clay was subjected to between 32,000 and 172,000 cycles of horizontal loading and the changes in natural frequency and damping of the model were monitored.
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Effects of cyclic loading on undrained strength and compressibility of clay.
TL;DR: In this paper, the effects of undrained cyclic loading on clay behavior were investigated using triaxial tests, and the authors presented concepts and methods for predicting both behaviours during and after cyclic loadings.
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Volumetric Threshold Shear Strain for Cyclic Settlement
Chu-Chung Hsu,Mladen Vucetic +1 more
TL;DR: The volumetric cyclic threshold shear strain for cyclic settlement, γtv, was evaluated for seven different sands and clays at different degrees of saturation, S, from the results of 11 Norwegian Geo... as mentioned in this paper.
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Threshold Shear Strain for Cyclic Pore-Water Pressure in Cohesive Soils
Chu-Chung Hsu,Mladen Vucetic +1 more
TL;DR: In this paper, the threshold shear strain for cyclic pore-water pressure, γt, is defined for fully saturated soils subjected to undrained cyclic loading and five values of γ t for two elastic silts and a clay were determined in five special cyclic Norwegian Geotechnical Institute (NGI)-type direct simple shear DSS, constant volume equivalent undrained tests.
References
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Cyclic and Static Laboratory Tests on Drammen Clay
TL;DR: In this paper, a comprehensive research project on laboratory testing of cyclic behavior of plastic clay is presented, which consists of 129 triaxial and 103 simple shear cyclic and static tests on plastic Drammen clay.
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The effective stress response of a saturated clay soil to repeated loading
TL;DR: The results of a series of tests designed to examine the behavior of saturated clay soil under repeated loading are reported in this paper, under conditions of axial symmetry, were used and the r...
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Cyclic Stress-Strain History and Shear Characteristics of Clay
TL;DR: In this paper, an equation of the residual excess pore pressure, represented as a function of both the maximum cyclic shear strain and the overconsolidation ratio, is deduced.
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Clay Strength Under Earthquake Loading Conditions
H. Bolton Seed,Clarence K. Chan +1 more
TL;DR: In this paper, a procedure for determining the combinations of sustained stress and pulsating stress that will cause failure of a given soil is described and such data is presented for three soil types.
Book
Foundation engineering for difficult subsoil conditions
TL;DR: The Fondation Mecanique des sols (FMS) was created on 2004-09-07, modified on 2016-08-08 as mentioned in this paper, and the Pieux Reference Record (PRR) was constructed on 2008-07-08