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哈尔滨高新技术开发区场址砂土液化评价与抗液化措施
引用本文:杜国林,韦庆海,梁辉,薛仲新.哈尔滨高新技术开发区场址砂土液化评价与抗液化措施[J].东北地震研究,2001,17(1):24-28.
作者姓名:杜国林  韦庆海  梁辉  薛仲新
作者单位:1. 黑龙江省地震局,黑龙江,哈尔滨,150090
2. 哈尔滨市地震局,黑龙江,哈尔滨,150081
摘    要:该区位于松花江南岸,地下水位较浅,饱水的粉、细砂层较发育。本文采用剪切波速判别法对其进行砂土液化评价,给出液化指数提出抗液化措施。

关 键 词:工程地震  砂土液化  液化指数  抗液化措施  剪切波速判别法
文章编号:1004-2865(2001)01-0024-05
修稿时间:2000年8月1日

ASSESSMENT OF SAND LIQUEFACTION AND ANTI-LIQUEFACTIAN MEASURES ABOUT HIGH-TECH DEVELOPING AREA IN HARBIN
DU Guo-lin,WEI Qing-hai,XUE Zhong-xin,LIANG Hui.ASSESSMENT OF SAND LIQUEFACTION AND ANTI-LIQUEFACTIAN MEASURES ABOUT HIGH-TECH DEVELOPING AREA IN HARBIN[J].Seismological Research of Northeast China,2001,17(1):24-28.
Authors:DU Guo-lin  WEI Qing-hai  XUE Zhong-xin  LIANG Hui
Abstract:The research area is located on the south bank of the Songhuajiang river,and the undergound water level is sallow.We utilize the method of shear wave velocity to give a assessment of sand liquefaction in this paper. The aim is to give the index of sand liquefaction and the measures of anti liquefaction.
Keywords:Engineering Earthquake  Sand liquefaction  Index  Measure  
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