水利水电技术2012，Vol.43Issue(9)：119-122,4.
黄土抗侵蚀能力与抗剪强度关系研究
Study on correlation between erosion resistance and shear strength of loess
摘要
Abstract
Based on the relevant field experiment and geotechnical test in laboratory, the correlation between erosion resistance and shear strength of loess is studied herein. The study result shows that the cohesion of saturated undisturbed soil under the low pressure shows a strong positive correlation with the anti-scour coefficients of loess, when it is larger than 2 kPa and when it is less than 2 kPa, Kc is near 0. Moreover, the cohesions of both the undisturbed soil and the saturated disturbed soil have no obvious correlativity with Kc. Furthermore, there is less change of the internal friction angle of the tested loess and then no direct impact on Kc. It is concluded that the cohesion of saturated undisturbed soil under the low pressure is just the internal factor of the impact on the soil erosion-resistance of loess.关键词
抗侵蚀能力/低压/粘聚力/内摩擦角/抗冲系数Key words
erosion-resistance/ low pressure/ cohesion/ internal friction angle/ anti-scour coefficient分类
建筑与水利引用本文复制引用
夏艳华..黄土抗侵蚀能力与抗剪强度关系研究[J].水利水电技术,2012,43(9):119-122,4.基金项目
安徽理工大学博士基金(11121). （11121）
