Journal of Shandong University(Engineering Science) ›› 2024, Vol. 54 ›› Issue (3): 70-80.doi: 10.6040/j.issn.1672-3961.0.2023.024

• Civil Engineering • Previous Articles    

Failure mode of soil-rock dual foundation pit based on rock mass stability

LI Lianxiang1,2, HAN Zhixiao1,2, ZHANG Xiaoxiao3, CHEN Jiacai4   

  1. 1. Foundation Pit and Deep Foundation Engineering Research Center, Shandong University, Jinan 250061, Shandong, China;
    2. School of Civil Engineering and Hydraulic Engineering, Shandong University, Jinan 250061, Shandong, China;
    3. Qingdao Municipal Public Engineering Quality and Safety Supervision Station, Qingdao 266011, Shandong, China;
    4. The Fifth Engineering Co. Ltd., China Railway First Inning Group, Baoji 721000, Shaanxi, China
  • Published:2024-06-28

CLC Number: 

  • TU443
[1] 任望东, 张同兴, 张大明, 等. 深基坑多级支护破坏模式及稳定性参数分析[J]. 岩土工程学报, 2013, 35(增刊2):919-922. REN Wangdong, ZHANG Tongxing, ZHANG Daming, et al. Parametric analysis of failure modes and stability of muti-level retaining structure in deep excavations[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(Suppl.2):919-922.
[2] 山东省住房和城乡建设厅. 土岩双元基坑支护技术标准(附条文说明):DB37/T 5233—2022[S].北京:中国建筑工业出版社, 2022.
[3] 中华人民共和国住房和城乡建设部. 建筑基坑支护技术规程(附条文说明):JGJ120—2012[S]. 北京:中国建筑工业出版社, 2012.
[4] 中华人民共和国住房和城乡建设部. 建筑边坡工程技术规范(附条文说明):GB50330—2013[S]. 北京:中国建筑工业出版社, 2013.
[5] 中华人民共和国住房和城乡建设部. 建筑地基基础设计规范(附条文说明):GB50007-2011[S].北京:中国建筑工业出版社, 2011.
[6] 朱志华, 刘涛, 单红仙. 土岩结合条件下深基坑支护方式研究[J]. 岩土力学, 2011, 198(增刊1):619-623. ZHU Zhihua, LIU Tao, SHAN Hongxian. Study of supporting type for deep foundation pit in areas of rock and soil[J].Rock and Soil Mechanics, 2011, 198(Suppl.1):619-623.
[7] 戴自航, 沈蒲生.土坡稳定分析简化Bishop法的数值解[J]. 岩土力学, 2002, 23(6):760-764. DAI Zihang, SHEN Pusheng.Numerical solution of simplified bishop method for stability analysis of soil slopes[J].Rock and Soil Mechanics, 2019, 40(10): 4021-4029.
[8] GRITTITHS D V, LANE P A. Slope stability analysis by finite elements[J]. Géotechnique, 1999, 49(3):387-403.
[9] 赵尚毅, 郑颖人, 时卫民, 等. 用有限元强度折减法求边坡稳定安全系数[J]. 岩土工程学报, 2002, 24(3):343-346. ZHAO Shangyi, ZHENG Yingren, SHI Weimin, et al. Analysis on safety factor of slope by strength reduction FEM[J]. Chinese Journal of Geotechnical Engineering, 2002, 24(3):343-346.
[10] 高政国, 刘思海, 黄新. 基于强度折减法的边坡滑动破坏分析[J].地下空间与工程学报, 2013, 9(增刊1):1531-1535. GAO Zhengguo, LIU Sihai, HUANG Xin. Slope slide-failure analysis based on strength reduction method[J]. Chinese Journal of Underground Space and Engineering, 2013, 9(Suppl.1):1531-1535.
[11] 张国祥, 刘宝琛. 潜在滑移线法分析边坡滑动面及稳定性[J]. 土木工程学报, 2002,35(6):82-85. ZHANG Guoxiang, LIU Baochen. Analysis of slope slip surface and stability by the potential slip surface theory[J]. China Civil Engineering Journal, 2002, 35(6):82-85.
[12] SPENCER E. A method of analysis of the stability of embankments assuming parallel inter-slice forces[J]. Géotechnique, 1968, 18(3):384-386.
[13] MARSAL R J. Large scale testing of rockill materials[J].Journal of the Soil Mechanics and Foundations Dicision, 1967, 93(2):27-43.
[14] 鲍树峰, 莫海鸿, 王友元, 等. 土岩组合基坑安全风险预警标准探讨[J]. 岩土工程学报, 2014, 36(增刊1):180-185. BAO Shufeng, MO Haihong, WANG Youyuan, et al. Warning standards of safety risk for foundation pits of soil and weathered rock stratum[J]. Chinese Journal of Geotechnical Engineering, 2014, 36(Suppl.1):180-185.
[15] 严薇, 杨超, 左交明, 等. 土岩质基坑土层开挖稳定性计算[J]. 地下空间与工程学报, 2015,11(1):246-250. YAN Wei, YANG Chao, ZUO Jiaoming, et al. Stability calculation of soil layer in soil-rock foundation pit[J]. Chinese Journal of Underground Space and Engineering, 2015, 11(1):246-250.
[16] 张楠. 土岩组合地层深基坑变形规律研究[J]. 铁道工程学报, 2021, 38(7):1-5. ZHANG Nan. Study on deformation law of deep foundation pit in soil-rock combination formation[J]. Journal of Railway Engineering, 2021, 38(7):1-5.
[17] 王兴政. 济南市典型土岩双元基坑破坏模式及其支护结构选型研究[D]. 济南:山东大学, 2017. WANG Xingzheng. Study on failure mode of typical soil-rock foundation pit in Jinan and the support structure[D]. Jinan: Shandong University, 2017.
[18] 李连祥, 贾斌, 赵永新, 等. 土与全风化岩双元边坡整体稳定性计算分析[J]. 岩石力学与工程学报, 2020, 39(增刊1):2785-2794. LI Lianxiang, JIA Bin, ZHAO Yongxin, et al. Calculation and analysis of the overall stability of the dual element slope of soil and fully weathered rock[J]. Chinese Journal of Geotechnical Engineering, 2020, 39(Suppl.1): 2785-2794.
[19] 李连祥, 贾斌, 赵忠杨, 等. 土与强风化岩双元边坡圆弧-平面破坏模式与支护设计方法[J]. 重庆大学学报, 2024, 47(2):1-13. LI Lianxiang, JIA Bin, ZHAO Zhongyang, et al. Arc-plane failure mode and support design method of dual-element slope of soil and strongly weathered rock[J]. Journal of Chongqing University, 2024, 47(2):1-13.
[20] 贾斌. 土与全、强风化岩石的双元边坡整体稳定性研究[D]. 济南:山东大学, 2021. JIA Bin. Study on global stability of double slope with soil and whole and strong weathered rock[D]. Jinan:Shandong University, 2021.
[21] 吴瑞拓, 顾晓强, 高广运, 等. 基于HSS模型的上海地铁深基坑开挖变形分析[J]. 建筑科学与工程学报, 2021, 38(6):64-70. WU Ruituo, GU Xiaoqiang, GAO Guangyun, et al. Analysis of deep excavation deformation of Shanghai metro station using HSS model[J]. Journal of Architecture and Civil Engineering, 2021, 38(6):64-70.
[22] 胡瑞庚, 刘红军, 王兆耀, 等. 邻近建筑物的滨海土岩组合基坑支护结构变形分析[J]. 工程地质学报, 2020, 28(6):1368-1377. HU Ruigeng, LIU Hongjun, WANG Zhaoyao, et al. Deformation analysis of supporting structure for soil-rock combination foundation pit with adjacent buildings in coastal area[J]. Journal of Engineering Geology, 2020, 28(6):1368-1377.
[23] 化建新. 工程地质手册[M]. 北京: 中国建筑工业出版社, 2018.
[24] 白晓宇, 张明义, 袁海洋. 移动荷载作用下土岩组合基坑吊脚桩变形分析[J]. 岩土力学, 2015, 36(4):1167-1173. BAI Xiaoyu, ZHANG Mingyi, YUAN Haiyang. Deformation analysis for end-suspended piles in the soil-rock foundation pits under moving loadings[J]. Rock and Soil Mechanics, 2015, 36(4):1167-1173.
[25] 孙书伟, 刘流, 杨肇熙, 等. 微型桩群加固边坡三维复合体形成判据研究[J]. 铁道工程学报, 2021,38(3):1-7. SUN Shuwei, LIU Liu, YANG Zhaoxi, et al. Research on the formation criteria for three-dimensional body of micropiles-slope system[J]. Journal of Railway Engineering Society, 2021, 38(3):1-7.
[26] 李洪晓. 土岩组合地层深基坑“吊脚桩”支护 体系变形规律及稳定性研究[D]. 广州:广州大学, 2021. LI Hongxiao.Research on deformation regularity and stability of “end-suspended pile” support system for deep foundation in earth-rock stratum[D]. Guangzhou:Guangzhou University, 2021.
[27] XU Q, BAO Z, LU T, et al. Numerical simulation and optimization design of nd-uspended pile support for soil-rock composite foundation pit[J]. Advances in Civil Engineering, 2021:1-15.
[28] 刘红军, 张庚成, 刘涛. 土岩组合地层基坑工程变形监测分析[J]. 岩土工程学报, 2012, 32(增刊2):550-553. LIU Hongjun, ZHANG Gengcheng, LIU Tao. Monitoring and analysis of deformation of foundation pits in strata with rock-soil combination[J]. Chinese Journal of Geotechnical Engineering, 2012, 32(Suppl.2):550-553.
[29] 黄敏, 刘小丽. 土岩组合地区桩锚支护基坑开挖地表沉降分析[J]. 岩土工程学报, 2012, 34(增刊1):571-575. HUANG Min, LIU Xiaoli. Ground settlement induced by excavation of pile-anchor retaining foundation pits in soil-rock mixed areas[J]. Chinese Journal of Geotechnical Engineering, 2012, 34(Suppl.1):571-575.
[30] 李连祥, 刘嘉典, 李克金, 等. 济南典型地层HSS参数选取及适用性研究[J]. 岩土力学, 2019, 40(10):4021-4029. LI Lianxiang, LIU Jiadian, LI Kejin, et al. Study of parameters selection and applicability of HSS model in typical stratum of Jinan[J]. Rock and Soil Mechanics, 2019, 40(10):4021-4029.
[31] 陆瑶. 基于HSS模型的盾构隧道施工对邻近桥梁的影响及控制措施研究[D]. 济南:济南大学, 2019. LU Yao. Study on construction effects of shield tunnel excavation adjacent bridges based on HSS Model and control measures[D]. Jinan: Jinan University, 2019.
[1] LI Lianxiang, MA Xuexiang, DU Wei, LI Shengqun, CHEN Jiacai, Surigalatu. Numerical analysis method of soil-rock dual element foundation pit and anchor cable recovery scheme [J]. Journal of Shandong University(Engineering Science), 2023, 53(5): 65-73.
[2] Xiuguang SONG,Yimin ZHAO,Hongbo ZHANG,Zhenyu YANG,Qiang YANG. Distribution law and calculation method of earth pressure in culvert under reinforced embankment [J]. Journal of Shandong University(Engineering Science), 2021, 51(4): 43-53.
[3] SUN Ke-guo,LI Shu-cai,ZHANG Qing-song,XUE Yi-guo,LI Shu-chen,XU Zhen-hao . Application of the TSP geological forecast method of a mountain tunnel in a karst zone
[J]. JOURNAL OF SHANDONG UNIVERSITY (ENGINEERING SCIENCE), 2008, 38(1): 74-79 .
[4] XIAO Wenbin, LI Jing, WU Ke, WANG Zhiqiang, XU Wenbin, LIU Dapeng, ZHANG Zhiqi, SHEN Ping. Micromechanical characteristics of collapsible loess and its subgrade settlement law [J]. Journal of Shandong University(Engineering Science), 2024, 54(2): 163-173.
[5] DENG Miaoyi, YAN Qiyao, WANG Jinshan. Experimental study on road performance of coarse-grained chlorine saline soil [J]. Journal of Shandong University(Engineering Science), 2022, 52(1): 74-84.
[6] ZHANG Fuhai, ZHOU Yushi, LIU Xuegang, QIN Chengshuai, SUN Zizheng, ZHANG Yiming. Deformation analysis of frame structure foundation pit based on inclined pile support [J]. Journal of Shandong University(Engineering Science), 2022, 52(1): 58-65.
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed   
No Suggested Reading articles found!