【摘要】：由于淤泥質軟土強度低、含水率高、壓縮性大、流變性顯著等特點,軟土地基上的基坑工程開挖風險較大,其支護方案的選擇對工程的造價、進度、質量影響明顯,甚至成為工程能否順利實施的關鍵。介紹了上海濱海地區(qū)淤泥質軟土的特點,并結合浦江鎮(zhèn)4個超大型基坑的工程實踐,對常用基坑支護型式的應用效果進行綜合分析比較,旨在為軟土地區(qū)類似基坑工程的實踐提供借鑒和參考。
[Abstract]:Due to the characteristics of low strength, high moisture content, large compressibility and remarkable rheological property of soft soil, the excavation risk of foundation pit on soft soil foundation is great, and the choice of supporting scheme has obvious influence on the cost, progress and quality of the project. It has even become the key to the smooth implementation of the project. The characteristics of silty soft soil in Shanghai coastal area are introduced. Combined with the engineering practice of four super-large foundation pits in Pujiang town, the application effects of commonly used foundation pit support types are comprehensively analyzed and compared. The purpose of this paper is to provide reference for the practice of similar foundation pit engineering in soft soil area.
【作者單位】： 上海建工集團股份有限公司;
【分類號】：TU753

【參考文獻】

相關期刊論文 前2條

1 王衛(wèi)東,吳江斌,黃紹銘;上海地區(qū)建筑基坑工程的新進展與特點[J];地下空間與工程學報;2005年04期

2 易坤津;;上海地區(qū)與寧波地區(qū)軟土工程特性分析[J];浙江建筑;2012年05期

【共引文獻】

相關期刊論文 前10條

1 陳洪勝;陳寶;賀，

本文編號：2441871