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德商高速公路(河南范县段)路基砂土液化初步评价
引用本文:邢永强. 德商高速公路(河南范县段)路基砂土液化初步评价[J]. 隧道建设, 2006, 26(5): 28-30,46
作者姓名:邢永强
作者单位:河南省国土资源科学研究院地质环境所,郑州,450053
摘    要:德商高速公路(河南范县段)位于豫东北黄河泛流冲积平原,该区地震活动频繁,地基饱水的粉、细砂层较发育。根据《建筑抗震设计规范》GB50011-2001的标准,通过标准贯入试验分析了路基在埋深15m内的地基具有发生砂土液化的可能性,计算了液化指数,划分了液化等级,并对路基处理提出了具体的建议。

关 键 词:路基 砂土液化 临界锤击数 液化指数 评价
收稿时间:2006-04-11
修稿时间:2006-04-112006-06-19

Evaluation on Sand Liquefaction of Subgrade of Dezhou-Shangqiu Highway in Fan County, Henan Province
XING Yong-qiang. Evaluation on Sand Liquefaction of Subgrade of Dezhou-Shangqiu Highway in Fan County, Henan Province[J]. Tunnel Construction, 2006, 26(5): 28-30,46
Authors:XING Yong-qiang
Affiliation:Scientific Academy of Land and Resources of Henan, Zhengzhou 450053, China
Abstract:The research region of Dezhou Shangqiu highway in Fan County is located in the Yellow River flooded area, where earthquakes are frequently active and the ground develops with saturated silt and fine sand beds. According to the Code for Seismic Design of Buildings (GB 50011 2001, Chinese code), analysis is made on the possibility of sand liquefaction of the subgrade in 15m depth by means of standard penetration tests. The liquefaction indexes are calculated, liquefaction grades are determined and concrete liquefaction control measures are recommended in the paper.
Keywords:subgrade   sand liquefaction   critical hammer count   sand liquefaction index   evaluation
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