- 摘 要
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(中冶賽迪工程技術(shù)股份有限公司，重慶 400013)
［摘要］介紹了國內(nèi)外現(xiàn)有的地下連續(xù)墻的設(shè)計(jì)情況。重點(diǎn)闡述了上海地區(qū)某鋼鐵企業(yè)熱軋漩流池圓形深基坑支護(hù)二維、三維均勻開挖、非均勻開挖的分析方法和分析過程，以及在不同受力情況下支護(hù)墻體的應(yīng)力、側(cè)向變形、基坑土體的穩(wěn)定性等。并將二維、三維分析結(jié)果與原位測試結(jié)果進(jìn)行對(duì)比，提出了圓形地下連續(xù)墻的受力模型及變形、配筋等的計(jì)算方法，供類似工程參考使用。
［關(guān)鍵詞］軟土地區(qū)；深基坑；圓形支護(hù)；二維分析；三維分析；施工過程模擬；原位測試
中圖分類號(hào)：TU476-3文獻(xiàn)標(biāo)識(shí)碼：A文章編號(hào)：1002-848X(2011)03-0088-04
Three-dimensional numerical analysis and simulation of circular deep excavation in soft ground region
Wang Lin, Xie Liang, Yang Wenqi, Xue Shangling
(CISDI Engineering Co., Ltd., Chongqing 400013, China)
Abstract:The domestic and abroad design of the diaphragm walls were introduced. The analysis method and the process of two-dimensional ＆ three-dimensional excavation of a round-shaped deep foundation pit in Shanghai were presented. The stress, lateral deformation of the support walls and stability of soil were noted. Then comparison was made among two-dimensional results, three-dimensional results and the results of site investigation. At last, mechanical model and calculation methods of deformation and reinforcement of round-shaped diaphragm walls were proposed to offer reference to the common engineering application.
Keywords:soft ground region; deep foundation pit; circular retaining structure; two-dimensional analysis; three-dimensional analysis; construction simulation; site investigation
作者簡介：王林，碩士，高級(jí)工程師，一級(jí)注冊結(jié)構(gòu)工程師， Email：lin.wang@cisdi.com.cn。
參考文獻(xiàn)
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