Journal Article10.1016/J.COMPGEO.2008.08.014
Consolidation analysis of a semi-infinite transversely isotropic saturated soil under general time-varying loadings
Yuanqiang Cai,Xueyu Geng +1 more
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TL;DR: In this article, the axisymmetric consolidation of a semi-infinite transversely isotropic saturated clay subjected to a time-varying circular pressure at the ground surface was investigated.
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About: This article is published in Computers and Geotechnics. The article was published on 01 Apr 2009. The article focuses on the topics: Consolidation (soil) & Pore water pressure.
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Citations
A large-strain radial consolidation theory for soft clays improved by vertical drains
Xueyu Geng,Hai-Sui Yu +1 more
TL;DR: In this paper, a governing equation based on Gibson's large-strain theory and Barron's free-strains theory incorporating the radial and vertical flows, the weight of the soil, variable hydraulic conductivity and compressibility during the consolidation process is presented.
Performance of soils enhanced with eco-friendly biopolymers in unconfined compression strength tests and fatigue loading tests
TL;DR: In this paper, the role of initial moisture content, in treating Shanghai clay with the xanthan gum by performing standard proctor compaction tests, Atterberg limit tests, unconfined compression strength (UCS) tests and microstructural analysis was investigated.
64
Three-dimensional dynamic Green's functions for transversely isotropic saturated half-space subjected to buried loads
TL;DR: In this paper, a 3D dynamic Green's function for a transversely isotropic (TI) saturated half-space is solved by applying the BEMs to a variety of radiation, scattering and interaction problems associated with wave propagation.
26
An Analytical Solution for 2D Plane Strain Consolidation in Unsaturated Soils with Lateral and Vertical Semipermeable Drainage Boundaries under Time-Dependent Loading
TL;DR: In this article , a closed-form solution for two-dimensional plane strain consolidation in unsaturated soils with lateral and vertical semipermeable drainage boundaries under time-dependent loading is proposed.
16
Large-strain consolidation analysis of PVD-installed soft soil considering the discharge capacity variation according to depth and time
Ba-Phu Nguyen,Ananta Man Singh Pradhan,Tan Hung Nguyen,Nhat-Phi Doan,Van-Quang Nguyen,Thanh-Canh Huynh +5 more
TL;DR: In this article, the authors proposed a numerical solution for the consolidation of PVD-installed soft soil using the large-strain theory, in which the reduction of discharge capacity of the PVD according to depth and time is simultaneously considered.
15
References
General Theory of Three‐Dimensional Consolidation
TL;DR: In this article, the number of physical constants necessary to determine the properties of the soil is derived along with the general equations for the prediction of settlements and stresses in three-dimensional problems.
Theory of Propagation of Elastic Waves in a Fluid‐Saturated Porous Solid. I. Low‐Frequency Range
TL;DR: In this article, a theory for the propagation of stress waves in a porous elastic solid containing compressible viscous fluid is developed for the lower frequency range where the assumption of Poiseuille flow is valid.
Theory of Propagation of Elastic Waves in a Fluid-Saturated Porous Solid. II. Higher Frequency Range
TL;DR: In this paper, the theory of propagation of stress waves in a porous elastic solid developed in Part I for the low-frequency range is extended to higher frequencies, and the breakdown of Poiseuille flow beyond the critical frequency is discussed for pores of flat and circular shapes.
Theory of elasticity and consolidation for a porous anisotropic solid
TL;DR: In this paper, the elasticity and consolidation theory of isotropic materials is extended to the general case of anisotropy and the method of derivation is also different and more direct.
Numerical Inversion of Laplace Transforms: An Efficient Improvement to Dubner and Abate's Method
TL;DR: An accurate method is presented for the numerical inversion of Laplace transform, which is a natural continuation to Dubner and Abate's method, and the error bound on the inverse f{t) becomes independent of t, instead of being exponential in t.