摘要
根据一维固结理论和地基强度增长的有效固结应力法计算原理 ,给出了更能反映实际加载情况的固结度和考虑强度增长的深度效应的强度及稳定的计算方法 .
Based on consolidation theory of one dimension and theory of effective consolidated stress solution about strength increase of foundation, this paper gives a calculation way of consolidated degree which can reflect more loading realities and Calculation ways with effect of depth on strength increase about strength and stability.
出处
《昆明理工大学学报（理工版）》
2002年第4期107-110,共4页
Journal of Kunming University of Science and Technology(Natural Science Edition)
基金
云南省应用基础基金 (项目编号 :96E0 6 5Q)
