摘要
介绍了海沧高速公路段是龙岩—厦门高速公路的一部分,地处软土地区,地质条件较差,通过对工程地质的勘察了解,用强夯碎石桩复合地基对路基进行了处理,静载试验证明,地基承载力提高很多。
Haicang section is one part of the expressway from Longyan to Xiamen,which located in soft soil region with worse geological conditions.In this paper through engineering geological investigation gravel pile composite foundation is introduced for soft soil roadbed treatment.Static test shows bearing capacity of foundation greatly improved.
出处
《山西建筑》
2009年第29期275-276,共2页
Shanxi Architecture
关键词
碎石桩
路基
软土
静载试验
gravel pile
roadbed
soft soil
static test
