摘要
通过对根系黄土的试验研究，获得了其抗剪强度指标Ｃ，φ值，归纳总结了二者与根系面积比的关系，导出了黄土与其中根系的各自应力强度．
The C. values of shear strength indexes are obstained through the test researches of root-system loess,the relations of the two indexes to root area rates are induced,and the respective stresses of loess and the root-system with loess are derived.
出处
《青岛建筑工程学院学报》
1997年第1期5-9,共5页
Journal of Qingdao Institute of Architecture and Engineering
关键词
根系
黄土
原位剪切
强度试验
root-system,root-system loess,original place shear,root-system stress,root area ratio
