Advanced Search
  • 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
Volume 46 Issue 5
Turn off MathJax
Article Contents
Abstract
References
Related Articles
Supplements
YAN Qing, ZHAO Junhai, ZHANG Changguang. New solutions of Meyerhof's bearing capacity for foundations near slopes under asymmetric failure modes[J]. Chinese Journal of Geotechnical Engineering, 2024, 46(5): 1077-1084. DOI: 10.11779/CJGE20221051
Citation: YAN Qing, ZHAO Junhai, ZHANG Changguang. New solutions of Meyerhof's bearing capacity for foundations near slopes under asymmetric failure modes[J]. Chinese Journal of Geotechnical Engineering, 2024, 46(5): 1077-1084. DOI: 10.11779/CJGE20221051
shu

New solutions of Meyerhof's bearing capacity for foundations near slopes under asymmetric failure modes

  • 1.

    School of Civil Engineering, Chang'an University, Xi'an 710061, China

  • 2.

    School of Civil Engineering, Shandong University of Technology, Zibo 255000, China

More Information
  • Received Date: August 23, 2022
  • Available Online: March 09, 2023
    Graphical Abstract
    • Abstract
  • The asymmetric failure modes involving the slope face failure and the below-toe failure are proposed, and then new solutions of Meyerhof's bearing capacity for strip foundations near slopes are presented by adopting the shear strength equation of unified strength theory under plane strain conditions. The combined effects of the intermediate principal stress, the horizontal distance of foundation from the slope shoulder, the slope height and the base roughness are taken into account. The specific application steps of the obtained solutions are provided, and theoretical degradation analysis and comparison verifications are conducted. It is found herein that the proposed asymmetrical failure mode considering the contribution of soil strength behind the slope is more consistent with the actual failure behavior of foundations near slopes. The obtained solutions of Meyerhof's bearing capacity for foundations near slopes are in good agreement with those of the model tests and numerical simulations in the literature. The intermediate principal stress has a marked improvement effect on the bearing capacity of foundations near slopes. The bearing capacity of foundations near slopes first decreases and then remains unchanged with the increase of the slope height. This study accounts for practical engineering conditions, such as the intermediate principal stress effect of soil strength, the asymmetry of failure modes and soil strength at foundation lateral side, which is of theoretical guiding significance to the optimal design of foundations near slopes.
    • FullText(HTML)
    • References (9)
  • [1]
    MEYERHOF G G, HANNA A. Ultimate bearing capacity of foundations on layered soils under inclined load[J]. Canadian Geotechnical Journal, 1978, 15(4): 565-572. doi: 10.1139/t78-060
    [2]
    胡卫东, 曹文贵. 基于Meyerhof理论的临坡地基极限承载力简化分析方法[J]. 湖南大学学报(自然科学版), 2015, 42(1): 81-89. https://www.cnki.com.cn/Article/CJFDTOTAL-HNDX201501012.htm

    HU Weidong, CAO Wengui. A simplified analysis method for the ultimate bearing capacity of ground foundation near slope based on the theory of Meyerhof[J]. Journal of Hunan University (Natural Sciences), 2015, 42(1): 81-89. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-HNDX201501012.htm
    [3]
    JIN L X, FENG Y W, ZHANG H C, et al. The use of improved radial movement optimization to calculate the ultimate bearing capacity of a nonhomogeneous clay foundation adjacent to slopes[J]. Computers and Geotechnics, 2020, 118: 103338. doi: 10.1016/j.compgeo.2019.103338
    [4]
    郑刚, 于晓旋, 杜娟, 等. 临近边坡的条形基础地基极限承载力数值分析[J]. 岩土力学, 2018, 39(10): 3812-3820, 3829. https://www.cnki.com.cn/Article/CJFDTOTAL-YTLX201810039.htm

    ZHENG Gang, YU Xiaoxuan, DU Juan, et al. Numerical analysis of ultimate bearing capacity of strip footings near slopes[J]. Rock and Soil Mechanics, 2018, 39(10): 3812-3820, 3829. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-YTLX201810039.htm
    [5]
    CHEN T J, XIAO S G. An upper bound solution to undrained bearing capacity of rigid strip footings near slopes[J]. International Journal of Civil Engineering, 2020, 18(4): 475-485. doi: 10.1007/s40999-019-00463-w
    [6]
    俞茂宏. 岩土类材料的统一强度理论及其应用[J]. 岩土工程学报, 1994, 16(2): 1-10. http://cge.nhri.cn/cn/article/id/9755

    YU Maohong. Unified strength theory for geomaterials and lts applications[J]. Chinese Journal of Geotechnical Engineering, 1994, 16(2): 1-10. (in Chinese) http://cge.nhri.cn/cn/article/id/9755
    [7]
    俞茂宏, 武霞霞, 史俊, 等. 确定土体破坏准则的一个新方法[J]. 西安交通大学学报, 2020, 54(8): 1-10. https://www.cnki.com.cn/Article/CJFDTOTAL-XAJT202008002.htm

    YU Maohong, WU Xiaxia, SHI Jun, et al. A new strategy for determining failure criteria of soil[J]. Journal of Xi'an Jiaotong University, 2020, 54(8): 1-10. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-XAJT202008002.htm
    [8]
    KESKIN M S, LAMAN M. Model studies of bearing capacity of strip footing on sand slope[J]. KSCE Journal of Civil Engineering, 2013, 17(4): 699-711. doi: 10.1007/s12205-013-0406-x
    [9]
    CASTELLI F, LENTINI V. Evaluation of the bearing capacity of footings on slopes[J]. International Journal of Physical Modelling in Geotechnics, 2012, 12(3): 112-118. doi: 10.1680/ijpmg.11.00015
    • Related Articles

  • Related Articles

    [1]LI Hang-zhou, XIONG Guang-dong, GUO Tong, LIAO Hong-jian, PU Ming, Han Bo. Binary-medium model for loess considering unified strength theory[J]. Chinese Journal of Geotechnical Engineering, 2021, 43(S1): 53-57. DOI: 10.11779/CJGE2021S1010
    [2]GAO Jiang-ping, LIU Wen-zhi, YANG Ji-qiang. Formulas for bearing capacity of soft soil foundations with hard crust based on three-shear stress unified strength theory[J]. Chinese Journal of Geotechnical Engineering, 2019, 41(12): 2331-2337. DOI: 10.11779/CJGE201912019
    [3]ZHANG Chang-guang, YAN Qing, WU Li-zhou, CAO Xue-ye, ZHANG Cheng-lin. Unified solution of Meyerhof’s ultimate bearing capacity for strip foundation resting on unsaturated soils[J]. Chinese Journal of Geotechnical Engineering, 2018, 40(2): 252-261. DOI: 10.11779/CJGE201802005
    [4]ZHANG Chang-guang, ZHAO Jun-hai, ZHANG Qing-he. Convergence - confinement analysis of deep circular rock tunnels based on unified strength theory[J]. Chinese Journal of Geotechnical Engineering, 2012, 34(1): 110-114.
    [5]Unified solution of shear strength for unsaturated soil under plane strain condition and its application[J]. Chinese Journal of Geotechnical Engineering, 2011, 33(1).
    [6]ZHOU Aiqi. Study on differences between ultimate bearing capacity on natural foundations and on pile tips in layered soil strata[J]. Chinese Journal of Geotechnical Engineering, 2007, 29(4): 608-611.
    [7]FAN Wen, SHENG Zhujiang, YU Maohong. Upper-bound limit analysis of earth pressure based on unified strength theory[J]. Chinese Journal of Geotechnical Engineering, 2005, 27(10): 1147-1153.
    [8]Researches on behaviour of composite foundation with single granular column based on unified twin shear strength theory[J]. Chinese Journal of Geotechnical Engineering, 2005, 27(6): 707-711.
    [9]XIE Qundan, HE Jie, LIU Jie, OUYANG Jianxiang. Unified twin shear strength theory for calculation of earth pressure[J]. Chinese Journal of Geotechnical Engineering, 2003, 25(3): 343-345.
    [10]Yu Maohong. Unified Strength Theory for Geomaterials and lts Applications[J]. Chinese Journal of Geotechnical Engineering, 1994, 16(2): 1-10.
    • Supplements (3)

  • Other Related Supplements

Catalog

    Get Citation
    PDF
    XML
    Article views (281) PDF downloads (83) Cited by()
    Related
    Copyright © 2010 Editorial By Chinese Journal of Geotechnical Engineering 苏ICP备05007122号-11公安联网备案号：32010602011255
    Editorial Office address：34 Hujuguan,Nanjing 210024,ChinaPostal Code：210024Tel：025-85829534，85829556E-mail: ge@nhri.cn

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return