摘要
通过对原状土作多试样加荷与一个试样多级加荷不固结不排水剪试验(UU试验),对两种方法得到的凝聚力c及内摩擦角的值,做F检验。结果表明:只要方法得当,两种测试方法得到的c、φ值无显著性差异。
<Abstrcat>By doing unconsolidated untrained test(UU Test) on undisturbed soil with multi-sample loading method and single sample multistage loading method, and through F-test for their respective cohesion(c) and angle of internal friction(φ), it revealed that the value of c and φ have no serious difference in two methods only if an appropriate way is taken.
出处
《地质灾害与环境保护》
2005年第2期212-214,共3页
Journal of Geological Hazards and Environment Preservation
