Core Chinese Journal
Source Journal of CSCD
Source Journal for Chinese Scientific and Technical Papers
Core Journal of RCCSE
Included in JST China
Included in the Hierarchical Directory of High-quality Technical Journals in Architecture Science Field
Volume 52 Issue 2
Feb.  2022
Turn off MathJax
Article Contents
WANG Xiaohua, JIA Wenbiao, HU Changming, LU Qian, DU Yipu. Analysis of Space-Time Effect on Stability for Diaphragm Walls Under Trenching Construction[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(2): 101-107. doi: 10.13204/j.gyjzG20120504
Citation: WANG Xiaohua, JIA Wenbiao, HU Changming, LU Qian, DU Yipu. Analysis of Space-Time Effect on Stability for Diaphragm Walls Under Trenching Construction[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(2): 101-107. doi: 10.13204/j.gyjzG20120504

Analysis of Space-Time Effect on Stability for Diaphragm Walls Under Trenching Construction

doi: 10.13204/j.gyjzG20120504
  • Received Date: 2020-12-05
    Available Online: 2022-06-30
  • Publish Date: 2022-02-20
  • The stability for the trench of diaphragm walls is related to the safety and quality of trenching construction. To ensure the stability of trenches, the stress variation in the earth of trench walls was analyzed under trenching construction, the stability conditions and influencing factors of trench walls were discussed, the influence of space-time effect was discussed emphatically, and the influence of space-time effect was verified by the measured data. The results showed that: the time effect had a significant effect on the stability of the trench. Increasing the mass density of slurry and the level of mud and could improve the trench stability, and the latter was more effective. The shallow soil in the middle of the trench was more disturbed during construction of trenching, and the lateral displacement, the subsidence of the earths surface and the earth pressure appeared a certain spatial effect.
  • loading
  • [1]
    李方明,陈国兴,刘雪珠.悬挂式帷幕地铁深基坑变形特性研究[J].岩土工程学报, 2018, 40(12):2182-2190.
    [2]
    LI X, LIU X, LI C Z D, et al. Foundation pit displacement monitoring and prediction using least squares support vector machines based on multi-point measurement[J]. Structural Health Monitoring, 2019, 18(3):1-10.
    [3]
    丁勇春.软土地区深基坑施工引起的变形及控制研究[D].上海:上海交通大学, 2009.
    [4]
    曹豪荣,彭立敏,雷明锋,等.地下连续墙槽壁失稳模式及其稳定性计算方法研究现状[J].铁道科学与工程学报, 2019, 16(7):1743-1750.
    [5]
    夏元友,裴尧尧,王智德,等.地下连续墙泥浆槽壁稳定性评价的水平条分法[J].岩土工程学报, 2013, 35(6):1128-1133.
    [6]
    罗爱忠,邵生俊,马林.深厚覆盖层防渗墙成槽稳定性的三维数值分析[J].土木工程学报, 2011, 44(增刊1):216-219.
    [7]
    秦会来,李峰,郭院成.超深地连墙槽段施工的三维数值分析[J].岩土工程学报, 2013, 35(增刊2):335-340.
    [8]
    丁勇春,王建华,夏志凡等连续墙施工引起的地层移动现场监测分析[J].西安建筑科技大学学报(自然科学版), 2006, 38(4):544-549.
    [9]
    FOX P J. Analytical solutions for stability of slurry trench[J]. Journal of Geotechnical and Geoenvironmental Engineering, American Society of Civil Engineers, 2004, 130(7):749-758.
    [10]
    韩长玉,陈錦剑,王建华,等.地下连续墙成槽过程中阳角处槽壁的稳定性分析[J].上海交通大学学报, 2013, 47(9):1409-1412

    ,1418.
    [11]
    刘杨,刘维,史培新,等.超深地连墙成槽富水软弱层局部失稳理论研究[J].岩土力学, 2020, 41(增刊1):1-9.
    [12]
    金亚兵.地连墙槽壁加固稳定性计算方法研究[J].岩土力学, 2017, 38(增刊1):305-312.
    [13]
    邱明明,杨果林,申权,等.深厚砂层地下连续墙槽壁稳定性特征及影响因素研究[J].铁道科学与工程学报, 2020, 17(5):1129-1139.
    [14]
    丁勇春,李光辉,程泽坤,等.地下连续墙成槽施工槽壁稳定机制分析[J].岩石力学与工程学报, 2013, 32(增刊1):2704-2709.
    [15]
    阎明礼,张东刚. CFG桩复合地基技术及工程实践[M].北京:中国水利水电出版社,2006.
    [16]
    杨雪强,何世秀,余天庆.加筋砂土作用在挡土墙上的土压力研究[J].岩土力学, 1997, 18(1):25-34.
  • 加载中

Catalog

    通讯作者: 陈斌, bchen63@163.com
    • 1. 

      沈阳化工大学材料科学与工程学院 沈阳 110142

    1. 本站搜索
    2. 百度学术搜索
    3. 万方数据库搜索
    4. CNKI搜索

    Article Metrics

    Article views (66) PDF downloads(5) Cited by()
    Proportional views
    Related

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return