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.
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.
出处
《水利水运工程学报》
CSCD
北大核心
2003年第4期1-6,共6页
Hydro-Science and Engineering
基金
国家自然科学基金资助项目(5997909)
关键词
非饱和土
固结理论
雨水入渗
数值模拟
unsaturated soil
consolidation theory
rain water infiltration
numerical simulation
