Results 81 to 90 of about 5,191 (214)
Undrained shear strength of the heavily consolidated clay
Abstract Undrained shear strength of the heavily consolidated clay. The undrained shear strength (cu) is considered one of the most basic parameter characterizing soils in engineering practice. The particular importance of cu is in the case of clayey soil. This parameter also is the basis for the classification of soil according to the ISO standard.
Joanna Stróżyk, Matylda Tankiewicz
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The Influence of Bedding Orientation and Temperature on the Creep Behavior of Opalinus Clay
Abstract The time dependency of deformation is of critical concern for assessing the integrity of barriers in nuclear waste repositories. Creep, in particular, is a phenomenon recognized for its potential “self‐sealing” properties or, conversely, the potential for delayed failure in the rock mass surrounding an excavation.
L. Gotzen, L. Winhausen, F. Amann
wiley +1 more source
Undrained shear strength of clean sands to trigger flow liquefaction
This paper attempts to evaluate the undrained shear strength of sand during flow failures, based on both laboratory testing and field observations.
P K Robertson +2 more
core +1 more source
The undrained shear strength in cohesive soils can be evaluated based on measurements obtained from the standard dilatometer test (DMT) using single- and multi-factor empirical relationships.
Paweł Galas +2 more
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The objective of this paper is to investigate the effect of soil variability on bearing capacity of an embedded foundation in the presence of nonstationary undrained shear strength.
Jiwei Han +3 more
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Abstract This study examined the spatiotemporal variability in geotechnical properties of beach cusp sediments on a sandy beach and tested if such variability can be used for cusp monitoring from satellite imagery. Specifically, sediment properties (including moisture content (w), relative density (Dr), sediment strength (QSBC) and friction angle (ϕ ...
Stephen Adusei +3 more
wiley +1 more source
Abstract Submarine landslides occur globally and have the potential to damage seafloor infrastructure and trigger tsunamis. Recently, diatomaceous weak layers have been hypothesized to play a role in triggering submarine landslides on passive continental margins by generating overpressure.
Wyatt Scott, Julia S. Reece
wiley +1 more source
Estimating the undrained strength of sand: a theoretical framework
: A framework for estimating the ultimate undrained steady state shear strength of sand (S-u) from in situ tests, which combines the theory of critical state soil mechanics with shear wave velocity measurements, is presented.
Fear, C. E., Robertson, P. K.
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The undrained monotonic and cyclic shear characteristics of marine silty clay are essential for evaluating the long-term performance and safety of coastal and marine structures.
Tang Yan +4 more
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Behavior of undrained shear strength of saturated soft clay under consolidation
By integrating the functions of large-diameter consolidometer and miniature vane shear devices, a systematic apparatus is devised and developed to be capable of performing shear tests at any point in time during the consolidation process of saturated ...
LEI Guo-hui 1,2, GAO Xiang 1,2, XU Ke 1,2, ZHENG Ze-yu 1,2
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