Consolidation analysis of transversely isotropic layered saturated soils in the Cartesian coordinate system by extended precise integration method

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Consolidation analysis of transversely isotropic layered saturated soils in the Cartesian coordinate system by extended precise integration method

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作者：Yi Chong Cheng ; Zhi Yong Ai ; ^{zhiyongai@tongji.edu.cn" class="auth_mail" title="E-mail the corresponding author}
关键词：Extended precise integration method ; Soil consolidation ; Layered soils ; Transverse isotropy ; Integral transform
刊名：Applied Mathematical Modelling
出版年：2016
出版时间：15 February 2016
年：2016
卷：40
期：4
页码：2692-2704
全文大小：1200 K

文摘

•: An extended PIM for 3D transversely isotropic saturated layered soils is presented.
•: The solution is obtained by a numerical inversion of Laplace–Fourier transform.
•: The influence of transverse isotropy on the consolidation behavior is analyzed.

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