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余码头闸软土地基加固处理

Soft Foundation Treatment of Yumatou Drainage Sluice

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【作者】 黄站峰刘川顺任翔张幼书王小平

【Author】 HUANG Zhan-feng+1, LIU Chuan-shun+1, REN Xiang+1, ZHANG You-shu+2, WANG Xiao-ping+2 (1.State Key Laboratory of Water Resources and Hydropower Engineering Science, Wuhan University, Wuhan 430072, China;2.Hubei Research Institute of Water Conservancy & Hydropower, Wuhan 430070, China)

【机构】 武汉大学水资源与水利水电工程国家重点实验室湖北省水利水电科学研究所湖北省水利水电科学研究所 湖北武汉430072湖北武汉430072湖北武汉430070湖北武汉430070

【摘要】 分析余码头新闸施工期出险的原因 ,提出了用水泥土搅拌桩加固涵闸两侧堤身和旋喷桩加固涵闸地基以及新老两闸联合渡汛等方案。用Plaxis有限元软件对余码头闸地基加固处理效果进行了计算分析 ,计算分析结果及运行实践表明本次加固方案是合理有效的

【Abstract】 Both of the new and old Yumatou drainage sluice are situated on soft soil foundation, though has been reinforced some times the old sluice which is a famous bad sluice in Hubei province still often occurs problems. In the character, We analyze the reason which cause the new sluice to occur some critical problem in the construction process. To solve the problems, cement mixing piles and jet-ground piles are used to strengthen the foundation; two sluices work together to reduce the sluice’s horizontal displacement. At last, we use the finite element process Plaxis to analyses the result of the reinforcement, from the calculation We can see the reinforcement is effected. In three years running, there has no new sink and unusual displacement appeared, so the reinforcement is successful.

  • 【文献出处】 土工基础 ,Soil Engineering and Foundation , 编辑部邮箱 ,2004年06期
  • 【分类号】TV223
  • 【被引频次】2
  • 【下载频次】104
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