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Published in 2020 at "Bulletin of Engineering Geology and the Environment"
DOI: 10.1007/s10064-020-01752-8
Abstract: This paper presents the results of shear creep experimental investigations carried out on Huzhou overconsolidated soft clay and subsequently proposes a constitutive model that is able to reproduce the shear creep characteristics under complex stress…
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Keywords:
shear creep;
soft clay;
overconsolidated soft;
stress ... See more keywords
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Published in 2017 at "Geotechnical and Geological Engineering"
DOI: 10.1007/s10706-017-0244-6
Abstract: Small-strain damping is a key factor of soil behavior under cyclic loading: although the value of small-strain damping is such small that would not compete with damping at larger strains (that would have a more…
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Keywords:
small strain;
remolded saturated;
soft clay;
saturated soft ... See more keywords
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Published in 2017 at "Geotechnical and Geological Engineering"
DOI: 10.1007/s10706-017-0436-0
Abstract: It is known that the construction over soft clay is always a great challenge to the geotechnical engineers. The soft clay poses high compressibility and low bearing capacity. It is a common practice to construct…
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Keywords:
bearing capacity;
stone columns;
soft clay;
capacity ... See more keywords
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Published in 2018 at "Acta Geotechnica"
DOI: 10.1007/s11440-017-0567-8
Abstract: Abstract Foundation soils are often under non-proportional cyclic loadings. The deformation behaviour and the mechanism of non-coaxiality under continuous pure principal stress rotation for clays are not clearly investigated up to now. In order to…
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Keywords:
principal stress;
soft clay;
rotation;
stress ... See more keywords
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Published in 2018 at "Acta Geotechnica"
DOI: 10.1007/s11440-018-0735-5
Abstract: It is important to be fully aware of the dynamic characteristics of saturated soft clays under complex loading conditions in practice. In this paper, a series of undrained tests for soft clay consolidated with different…
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Keywords:
principal stress;
intermediate principal;
soft clay;
stress ... See more keywords
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Published in 2017 at "Journal of Mountain Science"
DOI: 10.1007/s11629-016-3972-9
Abstract: The distribution of saturated soft clay is greatly wide in China. The current main measures adopted to deal with soft soil foundations may lead to environmental pollution, even some engineering accidents may happen on soft…
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Keywords:
accumulative deformation;
saturated soft;
soft clay;
cyclic accumulative ... See more keywords
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Published in 2018 at "Applied Clay Science"
DOI: 10.1016/j.clay.2017.11.042
Abstract: Abstract The threshold yield stress plays a key role in controlling the rheological consolidation behaviour of soft clay. A semi-analytical theory combining numerical and analytical methods is introduced that excludes the effects of clay self-weight.…
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Keywords:
semi analytical;
consolidation;
elasto viscoplastic;
soft clay ... See more keywords
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Published in 2017 at "Engineering Geology"
DOI: 10.1016/j.enggeo.2017.06.013
Abstract: Abstract Under traffic loading, the soil elements in subgrade are subjected to a cyclic cardioid-shaped stress path in the 2τvh ~ (σv − σh) stress plane. This significantly differs from the conventional stress paths that have been simulated using…
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Keywords:
soft clay;
shear stress;
stress;
stress level ... See more keywords
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Published in 2017 at "Geotextiles and Geomembranes"
DOI: 10.1016/j.geotexmem.2017.05.005
Abstract: Abstract This work studies the effect of using two types of polymer (fibers and liquid) to enhance the strength of cemented soft clay. Four polymer contents were used (0, 0.1, 0.2, 0.5 and 1% by…
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Keywords:
strength;
soft clay;
polymer;
fiber ... See more keywords
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Published in 2021 at "Geotextiles and Geomembranes"
DOI: 10.1016/j.geotexmem.2020.10.021
Abstract: Abstract Geosynthetic-encased stone column (GESC) has been proven as an effective alternative to reinforcing soft soils. In this paper, a series of centrifuge model tests were conducted to investigate the performance of GESC-supported embankment over…
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Keywords:
stone column;
embankment soft;
supported embankment;
soft clay ... See more keywords
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Published in 2021 at "Soils and Foundations"
DOI: 10.1016/j.sandf.2021.06.001
Abstract: Abstract In this paper, the one-part alkali-activated geopolymer was adopted as the soil binder to stabilize the soft clay under the one-dimensional compressive loading. Factors influencing the stiffness and strength of the one-part geopolymer stabilized…
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Keywords:
one part;
part;
dimensional compressive;
soft clay ... See more keywords