摘要
通过工程实例 ,对软土中刚柔组合桩形成的复合地基的沉降进行了计算 ,并与实测值进行对比 。
Based on a practical project ,settlement of rigid soft pile composite foundation is calculated by a composite modulus method.Comparing the calculation value with the actual measurement ,it is proved that the composite modulus method is simple and available.
出处
《太原理工大学学报》
CAS
2002年第6期647-648,656,共3页
Journal of Taiyuan University of Technology
