Surface Loading over a Transversely Isotropic and Multilayered System with Imperfect Interfaces: Revisit Enhanced by the Dual-Boundary Strategy
Author:
Affiliation:
1. Associate Professor, School of Water Conservancy and Environment, Zhengzhou Univ., Zhengzhou, Henan 450000, China.
2. Professor, Dept. of Civil Engineering and Dept. of Mathematics, Univ. of Akron, Akron, OH 44325 (corresponding author).
Publisher
American Society of Civil Engineers (ASCE)
Subject
Soil Science
Link
http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0001158
Reference32 articles.
1. Extended precise integration method for consolidation of transversely isotropic poroelastic layered media
2. Analytical layer-element solution to axisymmetric consolidation of multilayered soils
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4. Gravitational stresses in anisotropic rock masses with inclined strata
5. Theory of elasticity of a multilayered medium
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