The Stress Formula Of Soil Under Vertical Line Load

被引：0
|
作者：
He, Wancheng [1 ]
Li, Guangfan [1 ]
Wu, Xiaofeng [1 ]
Wang, Xiaoliang [1 ]
机构：
[1] Hainan Univ, Coll Civil Engn & Architecture, Haikou 570228, Peoples R China
来源：
APPLIED MECHANICS AND MATERIALS I, PTS 1-3 | 2013年 / 275-277卷
关键词：
The vertical line load; Additional stress in soil; Stress bubble;
D O I：
10.4028/www.scientific.net/AMM.275-277.352
中图分类号：
T [工业技术];
学科分类号：
08 ;
摘要：
Using integral method, the stress formula of soil for arbitrary Poisson's ratio under vertical line load was detailedly and completely derived based on Melan integral. The result shows that when the line load acting on the ground surface for arbitrary Poisson's ratio of soil, the stress formula is equivalent to the formula for Poisson's ratio of 0.5. Owing to such stress bubble graphics haven't appeared in Chinese soil mechanics textbooks, we give a detailed mapping of stress bulbs under vertical liner load.
引用
收藏
页码：352 / 358
页数：7
相关论文
共 50 条
  • [31] ASSESSMENT OF SOILS DEFORMABILITY UNDER VERTICAL LOAD
    Zhussupbekov, Askar
    Tulebekova, Assel
    Jumabayev, Atogali
    Zhumadilov, Iliyas
    INTERNATIONAL JOURNAL OF GEOMATE, 2020, 18 (70): : 221 - 228
  • [32] Investigation of geotextile-soil interaction under a cyclic vertical load using the discrete element method
    Bhandari, Anil
    Han, Jie
    GEOTEXTILES AND GEOMEMBRANES, 2010, 28 (01) : 33 - 43
  • [33] ANALYSIS OF PILE'S BEHAVIOR UNDER VERTICAL LOAD IN CONSIDERATION OF RELATIVE DISPLACEMENT BETWEEN PILE AND SOIL
    Lv, Fan-Ren
    Jin, Yao-Hua
    Yao, Rong
    ISISS '2009: INNOVATION & SUSTAINABILITY OF STRUCTURES, VOLS 1 AND 2, 2009, : 1016 - 1021
  • [34] NUMERICAL SOLUTION FOR A TRANSIENT PROBLEM OF A SANDSTONE LAYER ON A SOIL FOUNDATION UNDER VERTICAL LOAD USING BEM
    Litvinchuk, Svetlana
    Ipatov, Akeksandr
    Boev, Aleksandr
    IRF2018: PROCEEDINGS OF THE 6TH INTERNATIONAL CONFERENCE ON INTEGRITY-RELIABILITY-FAILURE, 2018, : 143 - 144
  • [35] Analysis on Bearing Behavior of Single Pile under Combined Action of Vertical Load and Torque in Expansive Soil
    Wang, Zhi
    Jiang, Jie
    Wang, Shunwei
    Fu, Chenzhi
    Yang, Di
    APPLIED SCIENCES-BASEL, 2023, 13 (07):
  • [36] Elastoplastic numerical analysis of layered soil foundation under the rectangular shallow footing subjected to vertical load
    朱爱军
    Journal of Chongqing University, 2005, (03) : 134 - 138
  • [37] RESEARCH ON THE STRESS OF INNER-STEEL OF ISOLATOR WITH LARGE DIAMETER AND LOW IRHD RUBBER UNDER THE VERTICAL LOAD AND HORIZONTAL LOAD
    Shen, Chao-Yong
    Zeng, Qiu
    Zhou, Min-Hui
    Jin, Jian-Min
    Zhuang, Xue-Zhen
    Ma, Yu-Hong
    PROCEEDINGS OF THE ELEVENTH INTERNATIONAL SYMPOSIUM ON STRUCTURAL ENGINEERING, VOL I AND II, 2010, : 2189 - 2196
  • [38] For the Load-bearing Behavior of Sandwich Walls under Vertical Load
    d'Escurac, Arnaud Pavis
    BETON- UND STAHLBETONBAU, 2017, 112 (07) : 469 - 469
  • [39] Load transfer and bearing capacity of inclined pile under vertical load
    Department of Civil Engineering, Tianjin University, Tianjin 300072, China
    Yantu Gongcheng Xuebao, 2008, 3 (323-330):
  • [40] Change in Soil Porosity under Load
    Dyba, V. P.
    Skibin, E. G.
    INTERNATIONAL CONFERENCE ON CONSTRUCTION, ARCHITECTURE AND TECHNOSPHERE SAFETY (ICCATS 2017), 2017, 262
12345