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Published in 2021 at "Acta Geotechnica"
DOI: 10.1007/s11440-021-01192-y
Abstract: The prediction of active earth pressure was generally implemented under the assumptions of two-dimensional conditions and cohesionless soils. However, in practice, the soils usually display a considerable level of cohesion, and the collapse of retained…
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Keywords:
earth pressure;
active earth;
pressure cohesive;
pressure ... See more keywords
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Published in 2017 at "Engineering Geology"
DOI: 10.1016/j.enggeo.2017.07.005
Abstract: Abstract A recent trend of geotechnical correlation analysis is to construct a multivariate distribution model to describe the multiple dependency characteristics of different soil parameters. In this study, the feasibility of this multivariate method to…
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Keywords:
soil parameters;
multivariate;
model;
correlation analysis ... See more keywords
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Published in 2020 at "Journal of Hydraulic Engineering"
DOI: 10.1061/(asce)hy.1943-7900.0001750
Abstract: AbstractPart of the difficulty in simulating or understanding the erosion of cohesive soils is the near impossibility of replicating field conditions, including the constantly varying pore water pr...
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Keywords:
gradient critical;
pressure gradient;
critical shear;
shear stress ... See more keywords
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Published in 2019 at "Applied Sciences"
DOI: 10.3390/app9214518
Abstract: The damping ratio (D) is one of the key soil parameters in geotechnical issues where the soil is subjected to dynamic loads, like machines foundation, city tram and subway traffic, and driving of sheet pile…
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Keywords:
damping phenomenon;
ratio;
new empirical;
damping ratio ... See more keywords
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Published in 2020 at "Energies"
DOI: 10.3390/en13040914
Abstract: The article presents the methodology of conducting serial laboratory measurements of thermal conductivity of recompacted samples of cohesive and non-cohesive soils. The presented research procedure has been developed for the purpose of supplementing the Engineering–Geology…
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Keywords:
methodology;
thermal conductivity;
non cohesive;
effective thermal ... See more keywords
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Published in 2021 at "Mathematics"
DOI: 10.3390/math9161961
Abstract: This research study presents a closed form solution of responses of laterally loaded long piles embedded on cohesive soils with a constant subgrade modulus. The surrounding soil medium is modelled as elastic-perfectly plastic. The closed…
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Keywords:
laterally loaded;
piles elasto;
elasto plastic;
solution ... See more keywords