摘要
某钢厂码头堆料场,采用砂石桩与分级堆载排水固结相结合的地基处理方法对地基进行加固处理。运用改进的高木俊介法和太沙基一维固结理论,对A、B料条的沉降进行计算分析,并对理论计算的最终沉降量和实际监测的沉降量进行比较,得到一些有益的结论,对实际工程具有一定的指导意义。
The soft soil underneath the stockyard of a steel mill is improved by the sand and gravel columns with staged sur- charging method. The settlements underneath strips A and B are analyzed by both improved Takagi Shunsuke method and one- dimensional Terzaghi consolidation theory. The predicted final settlement values are compared with the monitoring values.
出处
《土工基础》
2012年第3期76-78,共3页
Soil Engineering and Foundation
关键词
砂石桩
分级堆载
太沙基一维固结理论
沉降量
固结度
Sand-gravel columns, Staged loading, Terzaghi One-dimensional consolidation theory of Terzaghi, settlement mag-nitude, Degree of consolidation
