|Table of Contents|

Design Optimization and Evaluation of Air Shaft Enclosure Structure of a Subway Tunnel in Nanning(PDF)

《建筑科学与工程学报》[ISSN:1673-2049/CN:61-1442/TU]

Issue:
2021年06期
Page:
197-203
Research Field:
软土隧道施工与变形控制
Publishing date:

Info

Title:
Design Optimization and Evaluation of Air Shaft Enclosure Structure of a Subway Tunnel in Nanning
Author(s):
KANG Ya-le
(Shaanxi Railway and Underground Traffic Engineering Key Laboratory, China Railway First Survey and Design Institute Group Co., Ltd., Xi'an 710043, Shaanxi, China)
Keywords:
deep foundation enclosure structure design optimization common deformation structural integrity
PACS:
TU442
DOI:
10.19815/j.jace.2021.08043
Abstract:
The enclosure structure of deep foundation pit in traditional design methods is usually calculated by section, so the overall action of the structure can not be considered, and the working deformation of the surrounding rock of the structure is ignored. It is easy to cause such phenomena as extremely large section of design structure, thick size of ground connecting wall of enclosure structure, large section of concrete support, and cause great waste. To solve these problems, based on the fan room shaft enclosure project in a section of Nanning rail transit, FLAC 3D software was used to complete the numerical simulation modeling. Considering the structural integrity and the common deformation conditions of structure and surrounding rock, the scheme of diaphragm wall and support system used in the project was optimized. The thickness of diaphragm wall was reduced by 33.33%, and the area of longitudinal stressed reinforcement was reduced by 22.36%. On the basis, the safety and economy of the optimization scheme were further systematically evaluated. The results show that the engineering parameters of the optimization scheme can well meet the specification requirements. Compared with the traditional design scheme, the optimization scheme can reduce the existing total construction cost by 12.37%. The research conclusion has significant engineering economic significance, and can provide reference for the design and optimization of deep foundation pit retaining structure in similar projects.

References:

[1] 杨雪强,刘祖德,何世秀.论深基坑支护的空间效应[J].岩土工程学报,1998,20(2):74-78.
YANG Xue-qiang,LIU Zu-de,HE Shi-xiu.Research About Spatial Effect of Deep Pit Supporting[J].Chinese Journal of Geotechnical Engineering,1998,20(2):74-78.
[2]杨 卓,吴剑波,赵一臻,等.地铁深基坑开挖对紧邻建筑影响的有限元模拟与监测研究[J].建筑科学与工程学报,2016,33(2):121-126.
YANG Zhuo,WU Jian-bo,ZHAO Yi-zhen,et al.Research on Finite Element Simulation and Monitoring of Influence Subway Deep Foundation Pit Excavation on Adjacent Building[J].Journal of Architecture and Civil Engineering,2016,33(2):121-126.
[3]程 康,徐日庆,应宏伟,等.杭州软黏土地区某30.2 m深大基坑开挖性状实测分析[J].岩石力学与工程学报,2021,40(4):851-863.
CHENG Kang,XU Ri-qing,YING Hong-wei,et al.Performance Analysis of a 30.2 m Deep-large Excavation in Hangzhou Soft Clay[J].Chinese Journal of Rock Mechanics and Engineering,2021,40(4):851-863.
[4]郑 刚,朱合华,刘新荣,等.基坑工程与地下工程安全及环境影响控制[J].土木工程学报,2016,49(6):1-24.
ZHENG Gang,ZHU He-hua,LIU Xin-rong,et al.Control of Safety of Deep Excavations and Underground Engineering and Its Impact on Surrounding Environment[J].China Civil Engineering Journal,2016,49(6):1-24.
[5]程 康,徐日庆,应宏伟,等.既有隧道在上覆基坑卸荷下的形变响应简化算法[J].岩石力学与工程学报,2020,39(3):637-648.
CHENG Kang,XU Ri-qing,YING Hong-wei,et al.Simplified Method for Evaluating Deformation Responses of Existing Tunnels Due to Overlying Basement Excavation[J].Chinese Journal of Rock Mechanics and Engineering,2020,39(3):637-648.
[6]张玉成,杨光华,姚 捷,等.基坑开挖卸荷对下方既有地铁隧道影响的数值仿真分析[J].岩土工程学报,2010,32(增1):109-115.
ZHANG Yu-cheng,YANG Guang-hua,YAO Jie,et al.Numerical Simulation and Analysis of Effect of Excavation of Foundation Pits on Metro Tunnels[J].Chinese Journal of Geotechnical Engineering,2010,32(S1):109-115.
[7]刘继国,曾亚武.FLAC3D在深基坑开挖与支护数值模拟中的应用[J].岩土力学,2006,27(3):505-508.
LIU Ji-guo,ZENG Ya-wu.Application of FLAC3D to Simulation of Foundation Excavation and Support[J].Rock and Soil Mechanics,2006,27(3):505-508.
[8]秦会来,张甲峰,郭院成,等.ABAQUS在计算基坑开挖变形中的应用研究[J].岩土工程学报,2012,34(增1):82-86.
QIN Hui-lai,ZHANG Jia-feng,GUO Yuan-cheng,et al.Application of ABAQUS in Calculating Deformation of Excavations[J].Chinese Journal of Geotechnical Engineering,2012,34(S1):82-86.
[9]许明中.砂卵石地层超深风井荷载模式及结构简化计算方法研究[D].成都:西南交通大学,2017.
XU Ming-zhong.Study on Load Model & Simplified Analysis Method of Ultra Deep Foundation Excavation in Sandy Pebble Stratum[D].Chengdu:Southwest Jiaotong University,2017.
[10] 刘念武,龚晓南,楼春晖.软土地基中地下连续墙用作基坑围护的变形特性分析[J].岩石力学与工程学报,2014,33(增1):2707-2712.
LIU Nian-wu,GONG Xiao-nan,LOU Chun-hui.Deformation Characteristics Analysis of Diaphragm Wall for Foundation Pit Support in Soft Soil[J].Chinese Journal of Rock Mechanics and Engineering,2014,33(S1):2707-2712.
[11]康志军,黄润秋,卫 彬,等.上海软土地区某逆作法地铁深基坑变形[J].浙江大学学报:工学版,2017,51(8):1527-1536.
KANG Zhi-jun,HUANG Run-qiu,WEI Bin,et al.Deformation Behaviors of Deep Top-down Metro Excavation in Shanghai Soft Clay[J].Journal of Zhejiang University:Engineering Science,2017,51(8):1527-1536.
[12]徐中华,王建华,王卫东.上海地区深基坑工程中地下连续墙的变形性状[J].土木工程学报,2008,41(8):81-86.
XU Zhong-hua,WANG Jian-hua,WANG Wei-dong.Deformation Behavior of Diaphragm Walls in Deep Excavations in Shanghai[J].China Civil Engineering Journal,2008,41(8):81-86.
[13]郭盼盼,龚晓南,汪亦显.考虑土与结构非线性接触特性的格形地下连续墙围护结构力学性状研究[J].岩土工程学报,2021,47(3):1201-1209.
GUO Pan-pan,GONG Xiao-nan,WANG Yi-xian.Mechanical Properties of Cellular Diaphragm Wall in Deep Excavations Considering Nonlinear Contact Between Wall and Soil[J].Chinese Journal of Geotechnical Engineering,2021,47(3):1201-1209.
[14]黄 健,张兴刚.地铁车站超深基坑的围护结构设计[J].铁道标准设计,2008,52(8):101-103.
HUANG Jian,ZHANG Xing-gang.Design of Retaining Structure for Super Deep Foundation Pit of Subway Station[J].Railway Standard Design,2008,52(8):101-103.
[15]JGJ 120—2012,建筑基坑支护技术规程[S].
JGJ 120—2012,Technical Specification for Retaining and Protection of Building Foundation Excavations[S].
[16]杨光华.深基坑支护结构的实用计算方法及其应用[J].岩土力学,2004,25(12):1885-1896,1902.
YANG Guang-hua.Practical Calculation Method of Retaining Structures for Deep Excavations and Its Application[J].Rock and Soil Mechanics,2004,25(12):1885-1896,1902.
[17]彭长胜.地铁超深中间风井关键技术设计和研究[J].铁道标准设计,2016,60(4):91-95.
PENG Chang-sheng.Design and Analysis of Key Technologies for Metro Super-depth Intermediate Ventilation Shaft[J].Railway Standard Design,2016,60(4):91-95.
[18]葛晓永,王兴亚,宋林辉,等.狭长型地铁基坑的空间效应定量化研究[J].科学技术与工程,2021,21(20):8614-8620.
GE Xiao-yong,WANG Xing-ya,SONG Lin-hui,et al.Quantitative Study on Spatial Effect of Elongated Metro Foundation Pit[J].Science Technology and Engineering,2021,21(20):8614-8620.
[19]刘念武,龚晓南,俞 峰.内支撑结构基坑的空间效应及影响因素分析[J].岩土力学,2014,35(8):2293-2298,2306.
LIU Nian-wu,GONG Xiao-nan,YU Feng,et al.Analysis of Spatial Effects in Strutted Excavation and Related Influential Factors[J].Rock and Soil Mechanics,2014,35(8):2293-2298,2306.
[20]李佳宇,陈 晨.坑角效应对基坑周围建筑物沉降变形影响的研究[J].岩土工程学报,2013,35(12):2238-2246.
LI Jia-yu,CHEN Chen.Response of Settlement and Displacement of Adjacent Buildings of Excavations to Corner Effect[J].Chinese Journal of Geotechnical Engineering,2013,35(12):2238-2246.

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Last Update: 2021-11-01