非饱和土简化固结理论及其应用

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沈珠江. 非饱和土简化固结理论及其应用[J]. 水利水运工程学报, 2003, (4): 1-6.

引用本文:

沈珠江. 非饱和土简化固结理论及其应用[J]. 水利水运工程学报, 2003, (4): 1-6.

SHEN Zhu-jiang. Simplified consolidation theory for unsaturated soils and its application[J]. Hydro-Science and Engineering, 2003, (4): 1-6.

Citation:

SHEN Zhu-jiang. Simplified consolidation theory for unsaturated soils and its application[J]. Hydro-Science and Engineering, 2003, (4): 1-6.

Simplified consolidation theory for unsaturated soils and its application

摘要: 在孔隙气的排气率等于常量的假设下，建议了非饱和土的简化固结理论，并应用于裂缝黏土中雨水入渗过程的数值模拟，得出了合理的计算结果。

Abstract: Based on the assumption that the drain ratio of pore air is a constant, a simplified consolidation theory is proposed, and is used to simulate the infiltration of rain water into clay stratum with surface cracks. The calculation results are rational.

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