Slope Foundation Bearing Capacity Upper Bound Solution

被引：0
|
作者：
Yu Xueyong [1 ]
机构：
[1] Xian China Highway Geotech Engn CO LTD, Xian 710075, Shaanxi, Peoples R China
来源：
PROCEEDINGS OF THE 2017 3RD INTERNATIONAL FORUM ON ENERGY, ENVIRONMENT SCIENCE AND MATERIALS (IFEESM 2017) | 2017年 / 120卷
关键词：
slope foundation; bearing capacity; limit equilibrium; limit analysis; coefficient of exertion;
D O I：
暂无
中图分类号：
TE [石油、天然气工业]; TK [能源与动力工程];
学科分类号：
0807 ; 0820 ;
摘要：
In order to reveal the failure mechanism of slope foundation, based on the limit analysis method and the limit equilibrium method, a formula for calculating the bearing capacity of slope foundation considering the influence of soil slope behind the slope is constructed. The calculation program of soil coefficient of slope foundation has been compiled by using FORTRAN language, analyzing the influence of the internal friction angle of slope foundation soil, slope of the slope beside basis up (bottom) of the foundation, from the foundation to slope top and relative depth of foundation to slope foundation bearing capacity upper bound, the coefficients of exertion of the soil on behind the slope foundation with different foundation embedment are obtained. Coefficient of bearing capacity of slope foundation and coefficient of exertion can be used in the theoretical analysis and design of slope foundations.
引用
收藏
页码：1011 / 1018
页数：8
相关论文
共 50 条
  • [31] Upper-bound solution for seismic bearing capacity of shallow foundations near slopes
    Askari, F
    Farzaneh, O
    GEOTECHNIQUE, 2003, 53 (08): : 697 - 702
  • [32] An Upper Bound Solution to Undrained Bearing Capacity of Rigid Strip Footings Near Slopes
    Chen, Tingjun
    Xiao, Shiguo
    INTERNATIONAL JOURNAL OF CIVIL ENGINEERING, 2020, 18 (4B) : 475 - 485
  • [33] An Upper Bound Solution to Undrained Bearing Capacity of Rigid Strip Footings Near Slopes
    Tingjun Chen
    Shiguo Xiao
    International Journal of Civil Engineering, 2020, 18 : 475 - 485
  • [34] Rotation-translation mechanisms for upper-bound solution of bearing capacity problems
    Farzaneh, Orang
    Ganjian, Navid
    Askari, Faradjollah
    COMPUTERS AND GEOTECHNICS, 2010, 37 (04) : 449 - 455
  • [35] Experimental bearing capacity of eccentrically loaded foundation near a slope
    Mansouri, Tarek
    Abbeche, Khelifa
    STUDIA GEOTECHNICA ET MECHANICA, 2019, 41 (01) : 33 - 41
  • [36] Limit Analysis of Bearing Capacity of a Rigid Strip Footing on a Soil Slope Based on the Upper Bound Theorem
    Xiao, Shiguo
    PROCEEDINGS OF GEOSHANGHAI 2018 INTERNATIONAL CONFERENCE: FUNDAMENTALS OF SOIL BEHAVIOURS, 2018, : 308 - 319
  • [37] A new solution to the ultimate bearing capacity of reinforced foundation near slope based on the unified strength theory
    Yan Qing
    Zhao Jun-hai
    Zhang Chang-guang
    ROCK AND SOIL MECHANICS, 2021, 42 (06) : 1587 - 1600
  • [38] Upper-bound solutions for bearing capacity of foundations
    Soubra, AH
    JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING, 1999, 125 (01) : 59 - 68
  • [39] Upper bound of ultimate bearing capacity for the reinforced grounds
    Cao Wen-gui
    Tan Jian-hui
    Hu Wei-dong
    ROCK AND SOIL MECHANICS, 2018, 39 (06) : 1955 - 1962
  • [40] FOUNDATION SOLUTION FOR INCREASING THE BEARING CAPACITY OF THE FOUNDATION GROUND USING GEOGRIDS
    Ciopec, Alexandra
    Boldurean, Ioan Petru
    Roman, Luiza
    GEOCONFERENCE ON SCIENCE AND TECHNOLOGIES IN GEOLOGY, EXPLORATION AND MINING, SGEM 2014, VOL II, 2014, : 385 - 392
12345