ON THE THEORY OF THREE-DIMENSIONAL CONSOLIDATION IN UNSATURATED SOILS
ON THE THEORY OF THREE-DIMENSIONAL CONSOLIDATION IN UNSATURATED SOILS
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发表时间：
1995
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通讯作者：
N. Khalili;M. Khabbaz
中科院分区：
文献类型：
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作者：
N. Khalili;M. Khabbaz
本文对三维非饱和固结理论作了较为完整和统一的处理。基于平衡方程、有效应力概念、达西定律、菲克定律和流体质量守恒，导出了控制微分方程。(A)有关覆盖摘要，请参见IRRD 881647。
A more complete and unified treatment of the theory of three-dimensional unsaturated consolidation is presented. The governing differential equations based on the equations of equilibrium, the effective stress concept, Darcy's law, Fick's law and the conservation of fluid mass are derived. (A) For the covering abstract see IRRD 881647.