[1]唐鸥玲,陈明浩,袁明,等.邻近既有高速铁路深基坑降水问题探讨[J].高速铁路技术,2024,15(02):17-21.[doi:10.12098/j.issn.1674-8247.2024.02.003]
　TANG Ouling,CHEN Minghao,YUAN Ming,et al.Discussion on Dewatering for Deep Foundation Pit Adjacent to Existing High-speed Railway[J].HIGH SPEED RAILWAY TECHNOLOGY,2024,15(02):17-21.[doi:10.12098/j.issn.1674-8247.2024.02.003]
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邻近既有高速铁路深基坑降水问题探讨()
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《高速铁路技术》[ISSN:1674-8247/CN:51-1730/U]

卷:
15卷
期数:
2024年02期
页码:
17-21
栏目:
理论探索
出版日期:
2024-04-30

文章信息/Info

Title:
Discussion on Dewatering for Deep Foundation Pit Adjacent to Existing High-speed Railway
文章编号:
1674-8247(2024)02-0017-05
作者:
唐鸥玲1; 陈明浩1; 袁明2; 丁文富1
1.中铁二院工程集团有限责任公司，成都610031;2.成贵铁路有限责任公司，成都610031
Author(s):
TANG Ouling1; CHEN Minghao1; YUAN Ming2; DING Wenfu1
1.China Railway Eryuan Engineering Group Co. ，Ltd. ，Chengdu 610031 ，China;2.Chengdu-Guiyang Railway Co. ，Ltd. ，Chengdu 610031 ，China
关键词:
高速铁路; 桩基; 深基坑; 降水; 水文试验
Keywords:
high-speed railway; pile foundation; deep foundation pit; dewatering; hydrological testing
分类号:
TU46+3
DOI:
10.12098/j.issn.1674-8247.2024.02.003
文献标志码:
A
摘要:
针对既有高速铁路附近深基坑降水问题，以某高速铁路盾构井为研究对象，开展现场水文试验以分层获取岩土层渗透系数，探讨渗透系数对基坑降水浸润线的影响，并采用不同方法预测基坑涌水量。首先介绍了深基坑降水设计所需水文地质资料来源，然后绘制既有高速铁路桥墩的水文地质断面图，以检算基坑降水对既有高速铁路的影响是否符合规定限值，为设计合理的降排水措施提供依据。本文的研究成果可为类似工程提供参考。
Abstract:
Taking a shield well adjacent to a particular high-speed railway line as an example for case study，this paper aims at addressing the challenges of dewatering deep foundation pits adjacent to existing high-speed railway. For this purpose，hydrological testing was performed in the field to determine the permeability coefficient of soil layers in a stratified fashion，and a discussion was made on how the permeability coefficient influences the seepage line within a foundation pit during dewatering，and predict the water inflow into the pit by employing different methods. The paper started by outlining the origins of hydrogeological information essential for devising dewatering strategies for deep foundation pit. It then proceeded to the creation of hydrogeological cross-sectional diagrams for the existing high-speed railway piers，to evaluate the impact of foundation pit dewatering on the existing high-speed railway structure，to determine if they are within prescribed tolerances. The findings provide a foundation for the formulation of effective and appropriate dewatering and drainage solutions. This paper examined the challenges of dewatering in foundation pits of a real project，and the results provide insights that may be applicable as guidance for similar projects.

参考文献/References:

［1］ 胡军. 深基坑开挖对邻近既有高铁桩基影响研究［J］. 铁道工程学报，2017，34(6)：12-17，22. HU Jun. Research on the Influence of Excavation of Deep Foundation Pit to Adjacent Existing High-speed Railway Bridge Pile Foundations Stability［J］. Journal of Railway Engineering Society，2017，34(6)：12-17，22.
［2］ 陈学根，周爱兆，王炳辉，等. 基坑降水引起坑外建筑桩基均匀沉降的计算方法［J］. 科学技术与工程，2019，19(23)：199-205. CHEN Xuegen，ZHOU Aizhao，WANG Binghui，et al. Calculation Method for Uniform Settlement of Pile Foundations Outside Pits Caused by Foundation Pit Dewatering［J］. Science Technology and Engineering，2019，19(23)：199-205.
［3］ 刘御刚. 抽降水对高速铁路桥梁桩基的影响分析［D］. 长沙：中南大学，2014. LIU Yugang. Analysis on Influence Imposed by Exploiting Groundwater on Bridges Pile Foundation of High-speed Railway［D］. Changsha：Central South University，2014.
［4］ 李宁，丁兆峰，李井元，等. 与运营高速铁路并行长大深基坑工程设计［J］. 高速铁路技术，2018，9(6)：56-59. LI Ning，DING Zhaofeng，LI Jingyuan，et al. Design of Large Deep Foundation Pit in Parallel with Existing High-speed Railway［J］. High Speed Railway Technology，2018，9(6)：56-59.
［5］ 郑灿政. 深基坑工程降水对既有高铁桥梁桩基的影响研究［D］.南京：东南大学，2016. ZHENG Canzheng. Effects of Deep Foundation Pit Dewatering on Existing High-speed Railway Bridge Pile Foundation［D］. Nanjing：Southeast University，2016.
［6］ 李琳. 工程降水对深基坑性状及周围环境影响的研究［D］. 上海：同济大学，2007. LI Lin. Studies of the Dewatering Effect on Deep Excavation and Surroundings in Soft Clay［D］. Shanghai：Tongji University，2007.
［7］ 许锡金，李东霞. 基坑降水引起地面沉降计算方法研究［J］. 岩土工程技术，2004，18(4)：194-198. XU Xijin，LI Dongxia. Study on Calculating Method of Ground Subsidence Caused by Pit-dewatering［J］. Geotechnical Engineering Technique，2004，18(4)：194-198.
［8］ 陶书煜. 基坑降水引起的地表沉降及围护结构位移分析［D］.北京：北京交通大学，2012. TAO Shuyu. The Analysis of Ground Surface Settlement and Building Envelope Displacement Caused by Foundation Pit Dewatering［D］. Beijing：Beijing Jiaotong University，2012.
［9］ TB 10049 - 2014铁路工程水文地质勘察规范［S］. TB 10049 - 2014 Code for Hydrogeological Investigation of Railway Engineering ［S］.
［10］GB 50307 - 2012城市轨道交通岩土工程勘察规范［S］. GB 50307 - 2012 Code for Geotechnical Investigations of Urban Rail Transit ［S］.
［11］李会锋. 基坑降水开挖对邻近建筑物沉降的影响分析［D］. 邯郸：河北工程大学，2015. LI Huifeng. The Influence of Foundation Pit Precipitation and Excavation on Settlement of Adjacent Buildings［D］. Handan：Hebei University of Engineering，2015.

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备注/Memo

备注/Memo:
收稿日期：2023-05-12
作者简介：唐鸥玲(1990-)，女，工程师。
基金项目：中铁二院工程集团有限责任公司科技研究开发计划课题(KDNQ202008)
更新日期/Last Update: 2024-04-30