摘要
针对地基土承载力不足和填筑体产生较大的沉降问题,提出采用碎石桩与强夯法联合进行施工处理的方法,处理后的软土地基能达到要求的地基承载力,同时减少了沉降。实践证明,联合作业具有一定的优越性,值得推广。
In light of foundation bearing capacity shortage and embankment settlement and other problems, the paper adopts united construction treatment method of gravel pile + cushion compaction. As a result, the soft soil foundation processed can meet the foundation bearing capacity and reduce settlement. Practice proves that: the united operation has certain superiority and is worth promoting.
出处
《山西建筑》
2017年第19期86-87,共2页
Shanxi Architecture
关键词
碎石桩
垫层强夯
软土地基
沉降量
gravel pile, cushion compaction, soft-soil foundation, settlement