2004
DOI: 10.3208/sandf.44.125
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Numerical Method for Consolidation Analysis of Lumpy Clay Fillings with Meshless Method

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Cited by 10 publications
(5 citation statements)
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“…Their model can be successfully applied to estimate immediate and final soil settlement as well as consolidation settlement of cross-anisotropic soil. Nogami et al [16] developed a meshfree numerical method for studying consolidation of lumpy clay. A finite difference method based numerical model by Keith et al [17] is an important model that was used to study overpressuring in shales, along with a moving boundary representation.…”
Section: Introductionmentioning
confidence: 99%
“…Their model can be successfully applied to estimate immediate and final soil settlement as well as consolidation settlement of cross-anisotropic soil. Nogami et al [16] developed a meshfree numerical method for studying consolidation of lumpy clay. A finite difference method based numerical model by Keith et al [17] is an important model that was used to study overpressuring in shales, along with a moving boundary representation.…”
Section: Introductionmentioning
confidence: 99%
“…A large number of researchers have investigated the numerical solutions of the linear and nonlinear consolidation equations [11][12][13][14][15][16]. Several of the studies have adopted a finite element formulation for spatial discretization and a finite difference approach for time discretization.…”
Section: Introductionmentioning
confidence: 99%
“…They also developed a novel formulation using the same methodology for partially saturated two‐phase fluid flow, taking into account the hydraulic hysteresis . Other important contributions in continuous porous media using mesh‐free algorithms can be found in .…”
Section: Introductionmentioning
confidence: 99%
“…They also developed a novel formulation using the same methodology for partially saturated two-phase fluid flow, taking into account the hydraulic hysteresis [25]. Other important contributions in continuous porous media using mesh-free algorithms can be found in [26][27][28][29][30].On the basis of the basic concepts of generalized finite element method [31] and partition of unity finite element method [32], the local enrichment of finite element solutions for capturing of arbitrarily oriented discontinuities within a domain was proposed by Moes et al [33] and Belytschko and Black [34]. This method, now called the extended finite element method, rectifies the need for remeshing the solution domain during the propagation of discontinuities and does not require conforming the discontinuity lines with element edges [35,36].…”
mentioning
confidence: 99%