摘要
应用非饱和土简化固结理论,模拟枣阳膨胀土渠道边坡在人工降雨过程中孔隙压力变化和变形的发展过程,数值计算结果在定性上与实际观测资料一致.
The development of the pore pressure and deformation of a canal slope excavated in unsaturated expansive soil in Zaoyang City during artificial rainfalls is simulated by use of the simplified consolidation theory of unsaturated soil. The computed results are qualitatively agreeable to the observed data.
出处
《水利水运工程学报》
CSCD
北大核心
2004年第3期7-11,共5页
Hydro-Science and Engineering
基金
国家自然科学基金资助项目(5997909)
