首页|明挖法超大深基坑降排水设计与应用

明挖法超大深基坑降排水设计与应用

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水上基坑工程是较为复杂的基础工程,除受水文条件和复杂的地质形态影响外,还面临波浪、潮流的作用,尤其是在开放水域采用明挖法进行超大深基坑工程施工,降水开挖可能会引起挡土结构变形、支护结构渗漏、周边土体滑移等工程问题.结合工程实例,在研究工程地质和水文地质条件的基础上,建立数值模型分析支护与挡水体系的渗流及整体稳定性,依据分析结果分别进行明排水和管井降水设计,在实际施工中,面对超长单排搅拌桩止水帷幕局部渗漏的问题,提出寻找渗漏点的方法,通过增设轻型井点对局部渗漏点进行动态止水.
Design and Application of Drainage System for Super Deep Excavation Using Open Cut Method
Water foundation excavation project is a more complex foundation project,in addition to the influence of hydrological conditions and complex geological formations,it also faces the role of waves and tidal currents,especially in the open water using open excavation method for the construction of oversized deep excavation project,the descending excavation may cause the deformation of retaining structure,leakage of the supporting structure,and sliding of the surrounding soil and other engineering problems.Combined with engineering examples,on the basis of fully studying the geological and hydrological conditions of the project,numerical modeling is established to analyze the leakage and overall stability of the support and water-stop system,and the design of open drainage and tube well descending is carried out respectively on the basis of the analytical results,and in the actual construction,faced with the problem of local leakage of super-long single-row stirred pile water-stop curtain,a method of searching for the leakage point is proposed to dynamically stop water leakage through the addition of a light well point for the local leakage point.

deep excavationwater-stop curtainsleakagelight well points

蔡惠华、陈亚峰

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中交第三航务工程局有限公司南京分公司,江苏 南京 210000

深基坑 止水帷幕 渗漏 轻型井点

2024

施工技术(中英文)
亚太建设科技信息研究院 中国建筑设计研究院 中国建筑工程总公司 中国土木工程学会

施工技术(中英文)

影响因子:1.244
ISSN:2097-0897
年,卷(期):2024.53(11)