摘要
连霍高速郑州段E2合同段位于1938年花园口决口扇上,属于软弱地基.高填方路基位于软基上,设计上采用强夯—碎石桩联合加固进行处理.并对其施工工艺及施工后效果进行分析评价.
Contract E2 of Lian-Huo expressway in Zhengzhou lies in Yellow River flooded area. The loam belongs to soft foundation. High embankments have to be built on it, so designers adopt strongly ramming and gravel pile method to strengthen the foundation treatment.
出处
《山东理工大学学报（自然科学版）》
CAS
2006年第1期92-95,共4页
Journal of Shandong University of Technology:Natural Science Edition
关键词
强夯
碎石桩
软基处理
分析评价
strongly ramming method
gravel pile
foundation treatment
analyzed and evaluated
