摘要
该文对强夯法地基处理有效加固深度的定义、影响因素、计算方法以及适用范围进行了讨论和分析,并结合工程实例验算了各种计算方法的精度。该项工作对强夯法地基处理的工程实践具有借鉴价值。
Effective improvement depth of dynamic consolidation is discussed and analyzed on the issues of definition, related factors, and computation methods. Precisions of these methods are discussed based on an engineering example. This work can be referred by related engineering.
基金
上海市重点学科(岩土工程)项目(沪教科[2001]44号)资助
