摘要
将现有计算复合地基承载力 (fsp)的公式归为有系数的和无系数的两类 ,并找出它们之间的关系进行总体评价 。
Availalle Formula for ealculation of composite subgrade are divided into two categories,i.e.,with coefficients and without coefficients.The relation between them are found out and are appraised.Improvement of the latter is proposed.
出处
《土工基础》
2000年第1期21-23,共3页
Soil Engineering and Foundation
关键词
复合地基
承载力
复合桩
计算公式
Composite subgrade,bearing capacity,composite piles.
