摘要
探讨了碎石桩处理互层软土路基的设计方法,并进行了某电厂工程实例的检验,而且在多方面详细分析了碎石桩加固砂性土和黏性土效果的差异及其原因,从而达到了优化地基处理的目的。
The paper inquiries into the gavel sand pile treating soft soil mutual layer roadbed design method, combines a power engineering example examination, detailedly analyzs the variously difference and reason of gavel sand pile reinforcing effect of sand soil and cohesive soil, to come to the excellent purpose of foundation treatment.
出处
《山西建筑》
2009年第18期280-281,共2页
Shanxi Architecture
关键词
碎石桩
软土路基
加固机理
地基液化
gavel sand pile, soft soil roadbed, reinforces mechanism, foundation liquefaction
