• 全国中文核心期刊
  • 中国科技核心期刊
  • 美国工程索引(EI)收录期刊
  • Scopus数据库收录期刊
ZHOU Hai-zuo, ZHENG Gang, HE Xiao-pei, LIU Xin-ju, TIAN Shuai, LIU Zhao-peng. Stability characteristics and analysis method for inclined retaining walls in excavations[J]. Chinese Journal of Geotechnical Engineering, 2022, 44(2): 271-277. DOI: 10.11779/CJGE202202008
Citation: ZHOU Hai-zuo, ZHENG Gang, HE Xiao-pei, LIU Xin-ju, TIAN Shuai, LIU Zhao-peng. Stability characteristics and analysis method for inclined retaining walls in excavations[J]. Chinese Journal of Geotechnical Engineering, 2022, 44(2): 271-277. DOI: 10.11779/CJGE202202008

Stability characteristics and analysis method for inclined retaining walls in excavations

More Information
  • Received Date: December 16, 2020
  • Available Online: September 22, 2022
  • The inclined strut-free retaining walls have the advantages in deformation and stability control. However, the insight into the stability theory of inclined retaining walls is limited. The whole process of deformation and failure of the inclined retaining walls during excavation is studied through numerical simulation, and the influences of parameters, including the inclined angle, the embedded ratio and the shear strength of the soil, on the factor of safety are analyzed. The method for calculating the anti-overturning stability and overall stability of the inclined retaining walls is derived, and the validation is carried out by comparing with the centrifuge tests. The results show that: (1) For the conventional inclination angle (≤20°), the inclined retaining walls experience overturning failure. (2) The capacity of the overturning resistance and deforming control of the inclined retaining walls are enhanced with the increasing inclination angle, buried depth of piles and shear strength of the soil. (3) The wall weight influences the pivot location, and the weight and the pivot can increase the anti-overturning moment of the retaining walls. Hence, the inclined retaining walls have a great anti-overturning capacity.
  • [1]
    郑刚, 白若虚. 倾斜单排桩在水平荷载作用下的性状研究[J]. 岩土工程学报, 2010, 32(增刊1): 39–45. https://www.cnki.com.cn/Article/CJFDTOTAL-YTGC2010S1009.htm

    ZHENG Gang, BAI Ruo-xu. Behaviors study of inclined single row contiguous retaining piles under horizontal force[J]. Chinese Journal of Geotechnical Engineering, 2010, 32(S1): 39–45. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-YTGC2010S1009.htm
    [2]
    孔德森, 张秋华, 史明臣. 基坑倾斜支护桩模型试验的数值模拟研究[J]. 岩土工程学报, 2011, 33(增刊2): 408–411. https://www.cnki.com.cn/Article/CJFDTOTAL-YTGC2011S2080.htm

    KONG De-sen, ZHANG Qiu-hua, SHI Ming-chen. Numerical simulation of model tests on inclined retaining piles in foundation pit[J]. Chinese Journal of Geotechnical Engineering, 2011, 33(S2): 408–411. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-YTGC2011S2080.htm
    [3]
    孔德森, 张秋华, 史明臣. 基坑悬臂式倾斜支护桩受力特性数值分析[J]. 地下空间与工程学报, 2012, 8(4): 742–747. https://www.cnki.com.cn/Article/CJFDTOTAL-BASE201204013.htm

    KONG De-sen, ZHANG Qiu-hua, SHI Ming-chen. Study on the bearing behavior charactersitcis of cantilever inclined retaining pile for foundation pit[J]. Chinese Journal of Underground Space and Engineering, 2012, 8(4): 742–747. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-BASE201204013.htm
    [4]
    郑刚, 何晓佩, 周海祚, 等. 基坑斜–直交替支护桩工作机理分析[J]. 岩土工程学报, 2019, 41(增刊1): 97–100. https://www.cnki.com.cn/Article/CJFDTOTAL-YTGC2019S1026.htm

    ZHENG Gang, HE Xiao-pei, ZHOU Hai-zuo, et al. Working mechanism of inclined-vertical retaining piles in excavations[J]. Chinese Journal of Geotechnical Engineering, 2019, 41(S1): 97–100. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-YTGC2019S1026.htm
    [5]
    王恩钰, 周海祚, 郑刚, 等. 基坑倾斜桩支护的变形数值分析[J]. 岩土工程学报, 2019, 41(增刊1): 73–76. https://www.cnki.com.cn/Article/CJFDTOTAL-YTGC2019S1020.htm

    WANG En-yu, ZHOU Hai-zuo, ZHENG Gang, et al. Numerical analyses of deformation of inclined pile-retained excavations[J]. Chinese Journal of Geotechnical Engineering, 2019, 41(S1): 73–76. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-YTGC2019S1020.htm
    [6]
    天津市基坑倾斜桩无支撑支护技术规程: DB/T 29—286—2020[S]. 天津市住房和城乡建设委员会, 2021.

    Technical Specification for Inclined Retaining Piles without Struct of Excavations in Tianjin: DB/T 29—286—2020[S]. Tianjin Housing and Urban-rural Construction Commission, 2021. (in Chinese)
    [7]
    DUNCAN J M. State of the art: limit equilibrium and finite-element analysis of slopes[J]. Journal of Geotechnical Engineering, 1996, 122(7): 577–596.
    [8]
    CHEN W F. Limit Analysis and Soil Plasticity[M]. New York: Elsevier Scientific Publishing Co, 1975.
    [9]
    宋二祥. 土工结构安全系数的有限元计算[J]. 岩土工程学报, 1997, 19(2): 4–10. https://www.cnki.com.cn/Article/CJFDTOTAL-YTGC702.000.htm

    SONG Er-xiang. Finite element calculation of safety factor of geotextile structure[J]. Chinese Journal of Geotechnical Engineering, 1997, 19(2): 4–10. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-YTGC702.000.htm
    [10]
    ZHENG G, HE X P, ZHOU H Z, et al. Prediction of the tunnel displacement induced by laterally adjacent excavations using multivariate adaptive regression splines[J]. Acta Geotechnica, 2020, 15(8): 2227–2237.
    [11]
    建筑基坑支护技术规程: JGJ 120—99[S]. 1999.

    Technical Specification for Retaining and Protection of Building Foundation Excavation: JGJ 120—99[M]. China Building Industry Press, 1999. (in Chinese)
    [12]
    ISHIHARA K. Liquefaction and flow failure during earthquakes[J]. Géotechnique, 1993, 43(3): 351–451. doi: 10.1680/geot.1993.43.3.351
    [13]
    BOLTON M D. The strength and dilatancy of sands[J]. Géotechnique, 1986, 36(1): 65–78.
    [14]
    PHOON K K, LIU S L, CHOW Y K. Characterization of model uncertainties for cantilever retaining walls in sand[J]. Journal of Geoengineering, 2009, 4(3): 75–85.
  • Cited by

    Periodical cited type(21)

    1. 许建文,韦超俊,刘先林. 倾斜锚固桩提升含软弱夹层边坡稳定性的应用与设计优化. 山西建筑. 2025(03): 6-12 .
    2. 胡昌钧. 土体加固对倾斜桩围护结构受力变形影响研究. 海河水利. 2024(01): 79-83 .
    3. 康剑伟. 深基坑斜直交替钢管桩复合土钉墙数值模拟分析. 路基工程. 2024(01): 118-123 .
    4. 王淞,刘永超,张建新,胡军,刘岩. 深厚软土地区倾斜桩组合支护基坑稳定性研究. 地下空间与工程学报. 2024(02): 556-565+576 .
    5. 龚建伍,张森,谢亮. 排桩倾斜对双排桩支护结构性状影响分析. 建筑技术. 2024(09): 1044-1049 .
    6. 周德泉,朱沁,王创业,周毅. 基于应变楔模型的堆载下被动斜桩受力变形分析. 湖南大学学报(自然科学版). 2024(05): 46-55 .
    7. 郑刚,王玉萍,程雪松,余地华,黄晓程,李昕昊. 软土地区基坑前排倾斜双排桩支护现场试验及工作机理. 长江科学院院报. 2024(06): 98-105+113 .
    8. 汪宇峰. 前撑式注浆钢管桩技术在基坑工程中的应用研究. 价值工程. 2024(19): 146-149 .
    9. 俞伟. 型钢倾斜桩在软土深基坑工程中的应用研究. 福建建筑. 2024(08): 63-69 .
    10. 蔡连利. 堆载对明挖隧道基坑围护结构的影响. 路基工程. 2023(01): 228-233 .
    11. 周德泉,王创业,周毅,赵亚党. 被动倾斜桩应用研究与展望. 中外公路. 2023(02): 1-10 .
    12. 干飞,郑刚,曹腾,周海祚,姜志恒,李美霖,毕靖,李亚林. 直斜交替组合钢管桩支挡结构试验研究. 岩石力学与工程学报. 2023(05): 1175-1187 .
    13. 赵平,王少航,程雪芬. 基于非对称荷载作用下的基坑变形特性研究. 安徽科技学院学报. 2023(03): 102-108 .
    14. 汤胜,金泉,王文路,窦加进,王选仓. 低海拔地区大型结构基础深基坑位移监测研究. 工业建筑. 2023(S1): 411-415+428 .
    15. 周德志. CFG桩土复合地基条件下倾斜桩支护基坑工作特性研究. 吉林水利. 2023(07): 24-30 .
    16. 李杨. 群桩中斜直交替桩布置对群桩承载力的影响研究. 地下水. 2023(05): 331-333 .
    17. 胡力文,孙洪军,万悦,贾敏慧. 基坑悬臂式倾斜桩支护性能研究进展. 辽宁工业大学学报(自然科学版). 2023(05): 332-336 .
    18. 黄礼明. 某邻近既有建筑的异形软土基坑变形控制. 福建建筑. 2023(11): 84-88 .
    19. 唐扬,张慎,侯慧珍,夏红萤. 基坑斜直交替支护桩力学性能及影响因素研究. 地下空间与工程学报. 2023(S2): 778-784+803 .
    20. 郑刚. 软土地区基坑工程变形控制方法及工程应用. 岩土工程学报. 2022(01): 1-36+201 . 本站查看
    21. 李世忠,高立飞,温鹏,任永忠. 兰州某深基坑开挖支护数值模拟分析. 山西建筑. 2022(20): 74-78 .

    Other cited types(14)

Catalog

    Article views (306) PDF downloads (272) Cited by(35)
    Related

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return