摘要
注水与水下开挖是一种新型基坑开挖方法,用于解决基坑地下水与江河水有稳定联系时传统的坑外降水与坑内排水方法无法实施的问题。提出深基坑注水与水下开挖的设计计算方法,结合钢板桩围堰深基坑工程,制定注水与水下开挖方案,建立数值模型研究深基坑先降水形成旱地工作条件开挖、再注水进行水下开挖、水下浇筑封底混凝土后再降水时所对应的支护结构受力与变形规律,并对注水高度进行优化。结果表明:先降水形成旱地工作条件时最大降水深度取决于坑底土体抗流砂、管涌的稳定性,开挖深度从2 m增加至7 m时,支护结构水平位移增加了53.6%,坑底塑性隆起量的最大值逐渐增大至59.0 mm;再注水进行水下开挖时,增加注水高度能有效减小坑底土体的隆起变形及支护桩的水平位移,临界注水高度为9 m,注水高度超过该临界值后,其抑制坑底和支护桩变形的效果会减弱。封底混凝土厚度取决于其抗浮稳定性和强度,钢板桩嵌固深度取决于水下浇筑混凝土后再降水工况下支护结构的整体稳定性。
Water injection and underwater excavation is a new method of foundation excavation.It is used to solve the problem that traditional methods of off-pit precipitation and in-pit drainage cannot be implemented when there is a stable connection between groundwater in the foundation pit and river water.The design calculation method of deep foundation pit injection and underwater excavation is proposed.Combined with the deep foundation pit project of steel sheet pile cofferdam,a water injection and underwater excavation scheme was developed,and a corresponding numerical model was established to study the force and deformation pattern of the support structure corresponding to the deep foundation pit firstly precipitated to form dryland working conditions for excavation,then injected water for underwater excavation,and then precipitated after underwater pouring of sealing concrete.The water injection height has also been optimized.The conclusions are as follows:First precipitation to form dryland when the maximum depth of precipitation depends on the stability of the soil at the bottom of the pit against flowing sand and pipe surges.When the excavation depth increases from 2 m to 7 m,horizontal displacement of support structure increased by 53.6%,the maximum value of plastic uplift at the bottom of the pit gradually increases to 59.0 mm.When re-injecting water for underwater excavation,increasing the height of water injection can effectively reduce the uplift deformation of the soil at the bottom of the pit and the horizontal displacement of the support pile,the critical height of water injection is 9 m.When the water injection height exceeds the critical value,the effect of inhibiting the deformation of pit bottom and support piles would be weakened.The thickness of the sealing concrete depends on its floating stability and strength.The embedded depth of steel sheet piles depends on the overall stability of the support structure under the precipitation conditions after the concrete is placed underwater.
作者
邹志炎
刘盛林
张逸博
傅旭东
ZOU Zhiyan;LIU Shenglin;ZHANG Yibo;FU Xudong(School of Civil Engineering,Wuhan University,Wuhan 430072,P.R.China;CCCC Second Public Bureau First Engineering Co,Wuhan 430055,P.R.China)
出处
《土木与环境工程学报(中英文)》
北大核心
2025年第4期28-36,共9页
Journal of Civil and Environmental Engineering
基金
国家自然科学基金(51978540)。
关键词
深基坑
钢板桩
注水高度
水下开挖
数值模拟
deep foundation pit
steel sheet pile
water injection height
underwater excavation
numerical simulation
