Results 81 to 90 of about 5,191 (214)

Undrained shear strength of the heavily consolidated clay

open access: yesAnnals of Warsaw University of Life Sciences - SGGW. Land Reclamation, 2013
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
openaire   +1 more source

The Influence of Bedding Orientation and Temperature on the Creep Behavior of Opalinus Clay

open access: yesJournal of Geophysical Research: Solid Earth, Volume 131, Issue 5, May 2026.
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

open access: yes, 1999
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

Evaluation of the Undrained Shear Strength in Preconsolidated Cohesive Soils Based on the Seismic Dilatometer Test

open access: yesApplied Sciences, 2019
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
doaj   +1 more source

Importance of Distribution Type on Bearing Capacity of an Embedded Foundation in Spatially Varying Soils

open access: yesAdvances in Civil Engineering, 2020
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
doaj   +1 more source

Assessing the Spatiotemporal Variability in Geotechnical Sediment Properties of Beach Cusps on a Sandy Beach

open access: yesJournal of Geophysical Research: Earth Surface, Volume 131, Issue 5, May 2026.
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

Consolidated‐Undrained Shear Behavior of Diatomaceous Mudstones: Implications for Submarine Landslides

open access: yesGeochemistry, Geophysics, Geosystems, Volume 27, Issue 5, May 2026.
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

open access: yes, 1995
: 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.
core   +1 more source

Undrained monotonic and cyclic shear characteristics of marine silty clay under various consolidation stress levels

open access: yesApplied Ocean Research
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
doaj   +1 more source

Behavior of undrained shear strength of saturated soft clay under consolidation

open access: yesYantu gongcheng xuebao, 2019
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
doaj   +1 more source

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