工程地质学报
工程地質學報
공정지질학보
2009年
6期
836-841
,共6页
地下连续墙%深厚覆盖层%地基处理%适宜性%接触面
地下連續牆%深厚覆蓋層%地基處理%適宜性%接觸麵
지하련속장%심후복개층%지기처리%괄의성%접촉면
Diaphragm wall%Thick overburden layer%Foundation treatment%Suitability%Interface%Hydraulic structures
西南山区河谷广泛分布有深厚覆盖层,它们不但制约水电坝址的选择,同时也给水工建筑的设计和基础处理带来困难,传统沉井方法在深厚覆盖层地基处理中的问题日渐突出.本文从地下连续墙结构构成、受力、施工技术等角度对地下连续墙方案进行了综合研究,在地基岩土体工程地质条件清楚认识的基础上,充分考虑了地下连续墙受力特征,采用三维有限元方法,分析了坝体整体结构及地下连续墙复合挡土墙体系在各种工况下的受力变形特点.结果表明,地下连续墙结构充分调动了墙体和土体的相互作用效应,连续墙体的受力状况可满足建筑物的安全要求,是深厚覆盖层中地基处理的一种有效方法.地下连续墙的变形和内力受到剪力墙的接头形式和接触面强度的控制,在施工过程必须进行有效的控制.
西南山區河穀廣汎分佈有深厚覆蓋層,它們不但製約水電壩阯的選擇,同時也給水工建築的設計和基礎處理帶來睏難,傳統沉井方法在深厚覆蓋層地基處理中的問題日漸突齣.本文從地下連續牆結構構成、受力、施工技術等角度對地下連續牆方案進行瞭綜閤研究,在地基巖土體工程地質條件清楚認識的基礎上,充分攷慮瞭地下連續牆受力特徵,採用三維有限元方法,分析瞭壩體整體結構及地下連續牆複閤擋土牆體繫在各種工況下的受力變形特點.結果錶明,地下連續牆結構充分調動瞭牆體和土體的相互作用效應,連續牆體的受力狀況可滿足建築物的安全要求,是深厚覆蓋層中地基處理的一種有效方法.地下連續牆的變形和內力受到剪力牆的接頭形式和接觸麵彊度的控製,在施工過程必鬚進行有效的控製.
서남산구하곡엄범분포유심후복개층,타문불단제약수전패지적선택,동시야급수공건축적설계화기출처리대래곤난,전통침정방법재심후복개층지기처리중적문제일점돌출.본문종지하련속장결구구성、수력、시공기술등각도대지하련속장방안진행료종합연구,재지기암토체공정지질조건청초인식적기출상,충분고필료지하련속장수력특정,채용삼유유한원방법,분석료패체정체결구급지하련속장복합당토장체계재각충공황하적수력변형특점.결과표명,지하련속장결구충분조동료장체화토체적상호작용효응,련속장체적수력상황가만족건축물적안전요구,시심후복개층중지기처리적일충유효방법.지하련속장적변형화내력수도전력장적접두형식화접촉면강도적공제,재시공과정필수진행유효적공제.
Deep overburden layers are widely distributed in the southwest regions of China. They not only restrict the hydropower dam site selection, but also make great difficulty to the design of hydraulic structures and foundation treatment. As a result, the traditional open caisson method in deep overburden foundation treatment has become inapplicable. The diaphragm wall is one of the many traditional construction methods for dealing with coating solid foundation, with the function of both soil block in and dam body foundation. In view of that, this paper studies the force on the structure and the construction technology. It has a clear understanding of the general engineering geological conditions of rock and soil. It fully considers the force characteristics of diaphragm wall. It uses the three-dimensional finite element method to analysis the deformation and stability of the overall structure of the dam and the diaphragm wall composite retaining wall system in the most adverse conditions. The result shows that it meets the design requirements of the force on structure and with large secure reserves. The diaphragm wall foundation technology will be capable of large-scale construction. The comprehensive analysis verifies the suitability of the new program and made some construction propose on the characteristic of force on the structure, and provides reference for the similar design and construction of major projects.