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Published in 2017 at "Acta Geotechnica"
DOI: 10.1007/s11440-016-0433-0
Abstract: The undrained shear strength (su) of cohesive soils is a crucial parameter for many geotechnical engineering applications. Due to the complexities and uncertainties associated with laboratory and in situ tests, it is a challenging task…
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Keywords:
strength;
shear strength;
model;
undrained shear ... See more keywords
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Published in 2018 at "Arabian Journal of Geosciences"
DOI: 10.1007/s12517-018-4114-1
Abstract: Data obtained from previous soil borings revealed that, natural soils free of fines are rarely encountered in the field. On this basis, the aim of this study is to investigate the effects of plastic fines…
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Keywords:
quartz clay;
shear strength;
quartz;
undrained shear ... See more keywords
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Published in 2020 at "Arabian Journal of Geosciences"
DOI: 10.1007/s12517-020-05351-5
Abstract: This paper presents an intensive series of laboratory testing results from vane shear and fall cone tests that were conducted on various clay–sand mixtures to understand the link between these methods which are often used…
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Keywords:
fall cone;
sand;
shear strength;
vane shear ... See more keywords
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Published in 2018 at "Computers and Geotechnics"
DOI: 10.1016/j.compgeo.2017.12.006
Abstract: Abstract Large-deformation finite element analyses (FEAs) employing coupled Eulerian-Lagrangian technique are performed to simulate penetration of a spherical free fall penetrometer (FFP) in clay. FEA results are analyzed following the principle of energy conservation. Although…
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Keywords:
methodology;
free fall;
shear strength;
undrained shear ... See more keywords
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Published in 2019 at "Computers and Geotechnics"
DOI: 10.1016/j.compgeo.2019.02.003
Abstract: Abstract The objective of this paper is to investigate the bearing capacity of spatially varying soil in the presence of non-stationary feature of undrained shear strength. Firstly, undrained shear strength is modeled by a non-stationary…
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Keywords:
non stationary;
undrained shear;
strength;
shear strength ... See more keywords
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Published in 2018 at "Ocean Engineering"
DOI: 10.1016/j.oceaneng.2018.03.081
Abstract: Abstract The post-cyclic undrained shear characteristics of marine silty clay was investigated by conducting a series of cyclic triaxial tests on undisturbed specimens. The effects of confining pressure, initial undrained shear stress ratio (qs/p0), cyclic…
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Keywords:
silty clay;
undrained shear;
post cyclic;
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Published in 2018 at "Soils and Foundations"
DOI: 10.1016/j.sandf.2017.11.006
Abstract: Abstract The spatial variability of soil properties is often assumed to be modeled as stationary or weakly stationary random fields in slope reliability analyses. However, abundant site-specific data have revealed that the mean and standard…
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Keywords:
shear strength;
non stationary;
undrained shear;
slope reliability ... See more keywords
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Published in 2020 at "Soil Dynamics and Earthquake Engineering"
DOI: 10.1016/j.soildyn.2020.106276
Abstract: Abstract This study aims to investigate the undrained shear strength of sand with added materials at different mean diameter ratios D50/d50 (D50 and d50 respectively represent the mean diameter of host sand and added materials)…
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Keywords:
sand;
d50;
undrained shear;
sand added ... See more keywords
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Published in 2019 at "Transportation Geotechnics"
DOI: 10.1016/j.trgeo.2019.100253
Abstract: Abstract Undrained shear strength, s u is an important geotechnical parameter of soft clay. The seismic piezocone test (SCPTU) can provide valuable information regarding in-situ soil behavior and stratigraphy in geotechnical site investigation. Therefore, the…
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Keywords:
marine clay;
undrained shear;
seismic piezocone;
strength ... See more keywords
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Published in 2019 at "Ships and Offshore Structures"
DOI: 10.1080/17445302.2019.1661622
Abstract: ABSTRACT Skirted semi-deep foundation becomes an increasingly prevalent option for offshore and onshore structures. Behavior of these foundations on clay with constant and variable undrained shear strength is required to be investigated. In this study,…
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Keywords:
shear strength;
semi deep;
variable undrained;
undrained shear ... See more keywords
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Published in 2019 at "European Journal of Environmental and Civil Engineering"
DOI: 10.1080/19648189.2017.1278725
Abstract: Due to its low permeability, a clay liner is the main material used in solid waste disposal landfills. These liners exposed to various chemical, biological and physical events and would be affected by the resulting…
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Keywords:
strength;
shear strength;
undrained shear;
clay bentonite ... See more keywords