摘要
通过算例,分析在一倍基础宽度深度内有多层土时,抗剪强度指标的不同取值方法对计算地基承载力特征值的影响,并提出取值方法的建议。
Through calculations when there are many soil layers within a depth twice the foundation width, the different way to obtain the shear strength indexes will effect the characteristic value ot ~oundation cearing capacity.
出处
《土工基础》
2006年第1期66-68,共3页
Soil Engineering and Foundation
关键词
承载力特征值
抗剪强度指标
加权平均值
characteristic value ot foundation beareng capacity
shear strength index
weighted mean value
