摘要
从非饱和土中孔隙分布规律出发 ,推导出了非饱和土结构强度与基质吸力的关系 .理论公式与试验结果相符合 。
Based on the structural model of unsaturated soil, the relationship between structural strength of unsaturated soil and matric suction is derived. The theoretical formula is well consistent with the data of tests and beneficial to practical applications.
出处
《西安建筑科技大学学报（自然科学版）》
CSCD
2003年第1期33-36,共4页
Journal of Xi'an University of Architecture & Technology(Natural Science Edition)
基金
陕西省教育厅专项科研计划项目 ( 0 1JK178)
