Poroelastic theory of consolidation for a two-layer system with an upper unsaturated soil and a lower saturated soil under fully permeable boundary conditions-Reference-Cited by-同舟云学术

Poroelastic theory of consolidation for a two-layer system with an upper unsaturated soil and a lower saturated soil under fully permeable boundary conditions

Published:2021-05 Issue: Volume:596 Page:125700
ISSN:0022-1694
Container-title:Journal of Hydrology
language:en
Short-container-title:Journal of Hydrology

Author:

Lo WeiCheng^ORCID,Borja Ronaldo I.,Deng Jiao-Hong,Lee Jhe-Wei

Funder

National Science Foundation

Ministry of Science and Technology, Taiwan

Publisher

Elsevier BV

Subject

Water Science and Technology

Reference44 articles.

1. Pressure distributions in layered sand columns during transient and steady-state flows;Behnke;Water Resour. Res.,1965

2. Bulk elastic wave propagation in partially saturated porous solids;Berryman;J. Acoust. Soc. Am.,1988

3. General theory of three-dimensional consolidation;Biot;J. Appl. Phys.,1941

4. Theory of propagation of elastic waves in a fluid-saturated porous solid, I. Low-frequency range, II. Higher frequency range;Biot;J. Acoust. Soc. Am.,1956

5. The elastic coefficients of the theory of consolidation;Biot;J. Appl. Mech.,1957

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