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新疆叶尔羌河中游渠首工程地基处理设计
引用本文:杨俊柏,李平,任江龙,张鲁国.新疆叶尔羌河中游渠首工程地基处理设计[J].水力发电,2007,33(5):38-40.
作者姓名:杨俊柏  李平  任江龙  张鲁国
作者单位:1. 新疆水利水电勘测设计研究院,新疆,乌鲁木齐,830000
2. 新疆喀什地区叶尔羌河流域管理局,新疆,莎车,844700
摘    要:叶尔羌河洪水动态规律极为复杂,以其极高的起涨速率、异常的高洪峰值闻名于世。中游渠首地基是粘粒极少、极松散的粉细沙层。针对其特点,采用振冲挤密砂石桩、防渗防冲连续墙、抗冲柔性土工布金属网格石笼等综合处理措施进行设计。

关 键 词:粉细沙地基  地震液化  防渗防冲  承载力  设计
文章编号:0559-9342(2007)05-0038-03
修稿时间:2007-03-01

The Design of Foundation Treatment of Canal Head-works at Middle Reaches of Yarkant River in Xinjiang
Yang Junbai,Li Ping,Ren Jianglong,Zhang Luguo.The Design of Foundation Treatment of Canal Head-works at Middle Reaches of Yarkant River in Xinjiang[J].Water Power,2007,33(5):38-40.
Authors:Yang Junbai  Li Ping  Ren Jianglong  Zhang Luguo
Affiliation:1.Water conservancy hydroelectricity surveys and devise research institute in Xinjiang, Urumqi Xinjiang 830000; 2. Management bureau of yarkant River basin in xinjiang, Shache Xinjang 844700
Abstract:The Yarkant River flood dynamic rule is extremely complex,extremely high rises the speed by it,the unusual high flood peak value is world famous.Middle reaches canal head foundation is the non-cohesive soil,extremely loose silt sand.In view of its characteristic,uses inspires crushing sand,Erosion control seepage control Continuous wall,ero-sion-resisting flexibility geotechnical engineering Ge-bin-shi-long and so on synthesis processing measures to carry on the design.
Keywords:silt sand foundation  the earthquake deliquesces  erosion control and seepage control  bearing capacity  design Abstrac: The Yarkant River flood dynamic rule is extremely complex  extremely high rises the speed by it  the unusual high flood peak value is world famous  Middle reaches canal head foundation is the non-cohesive soil  extremely loose silt sand  In view of its characteristic  uses inspires crushing sand  Erosion control seepage control Continuous wall  erosion-resisting flexibility geotechnical engineering Ge-bin-shi-long and so on synthesis processing measures to carry on the design  
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