Bearing Capacity of Circular Foundation on a Sand Layer of Limited Thickness Under Eccentrically Inclined Loading

被引：2
|
作者：
Sethy, B. P. [1 ]
Patra, C. [1 ]
Das, B. M. [2 ]
Sobhan, K. [3 ]
机构：
[1] Natl Inst Technol, Rourkela, India
[2] Calif State Univ Sacramento, Coll Engn & Comp Sci, Sacramento, CA 95819 USA
[3] Florida Atlantic Univ, Boca Raton, FL 33431 USA
来源：
SOIL MECHANICS AND FOUNDATION ENGINEERING | 2021年 / 57卷 / 06期
关键词：
SOIL;
D O I：
10.1007/s11204-021-09692-5
中图分类号：
P5 [地质学];
学科分类号：
0709 ; 081803 ;
摘要：
Laboratory model test results for the ultimate load of a circular foundation resting on a sand layer of limited thickness underlain by a rigid rough base and subjected to eccentrically inclined loading are presented. The embedment ratio (to the diameter of the foundation) was varied from zero to one. The load eccentricity and inclination were varied from 0 to 0.150 and 0 degrees to 20 degrees, respectively. Based on the model tests results, a relationship for a reduction factor has been developed. The reduction factor can be used to estimate the ultimate load for a sand layer with limited thickness from the ultimate load for a sand layer extending to a great depth determined by using the existing conventional theories.
引用
收藏
页码：452 / 457
页数：6
相关论文
共 50 条
  • [1] Bearing Capacity of Circular Foundation on a Sand Layer of Limited Thickness Under Eccentrically Inclined Loading
    B. P. Sethy
    C. Patra
    B. M. Das
    K. Sobhan
    Soil Mechanics and Foundation Engineering, 2021, 57 : 452 - 457
  • [2] Bearing Capacity of Circular Foundation on Sand of Limited Thickness under Inclined Loading
    Sobhan, Khaled
    Patra, Chittaranjan
    Sethy, B.
    Das, Braja M.
    FOUNDATIONS, SOIL IMPROVEMENT, AND EROSION (GEO-CONGRESS 2020), 2020, (315): : 305 - 312
  • [3] Bearing Capacity of Circular Foundation on Sand Layer of Limited Thickness Underlain by Rigid Rough Base Subjected to Eccentrically Inclined Load
    Sethy, B. P.
    Patra, C. R.
    Das, B. M.
    Sobhan, K.
    GEOTECHNICAL TESTING JOURNAL, 2019, 42 (03): : 597 - 609
  • [4] Bearing Capacity of Eccentrically Loaded Surface Circular Foundation on Sand of Limited Thickness
    Sobhan, Khaled
    Patra, Chittaranjan
    Sethy, B.
    Das, Braja M.
    GEOTECHNICAL ENGINEERING IN THE XXI CENTURY: LESSONS LEARNED AND FUTURE CHALLENGES, 2019, : 1206 - 1213
  • [5] Behavior of circular foundation on sand layer of limited thickness subjected to eccentrically inclined load
    Sethy, B. P.
    Patra, C. R.
    Das, B. M.
    Sobhan, K.
    SOILS AND FOUNDATIONS, 2020, 60 (01) : 13 - 27
  • [6] Prediction of ultimate bearing capacity of circular foundation on sand layer of limited thickness using artificial neural network
    Sethy, Barada Prasad
    Patra, Chittaranjan
    Das, Braja M.
    Sobhan, Khaled
    INTERNATIONAL JOURNAL OF GEOTECHNICAL ENGINEERING, 2021, 15 (10) : 1252 - 1267
  • [7] Bearing Capacity of Shallow Strip Foundation on Granular Soil Under Eccentric, Inclined and Eccentrically Inclined Loading-A Review
    Das, B. M.
    Patra, C. R.
    Behera, R. N.
    Sobhan, K.
    Atalar, C.
    5TH INTERNATIONAL CONFERENCE ON NEW DEVELOPMENTS IN SOIL MECHANICS AND GEOTECHNICAL ENGINEERING, ZM 2022, 2023, 305 : 3 - 36
  • [8] Ultimate bearing capacity of shallow strip foundation under eccentrically inclined load, Part I
    Patra, C. R.
    Behara, R. N.
    Sivakugan, N.
    Das, B. M.
    INTERNATIONAL JOURNAL OF GEOTECHNICAL ENGINEERING, 2012, 6 (03) : 343 - 352
  • [9] Recent developments on bearing capacity of strip foundation on granular soil under eccentrically inclined load
    Patra, C. R.
    Sivakugan, N.
    Das, B. M.
    INTERNATIONAL JOURNAL OF GEOTECHNICAL ENGINEERING, 2016, 10 (01) : 31 - 39
  • [10] Ultimate bearing capacity of shallow strip foundation under eccentrically inclined load, Part II
    Patra, C. R.
    Behara, R. N.
    Sivakugan, N.
    Das, B. M.
    INTERNATIONAL JOURNAL OF GEOTECHNICAL ENGINEERING, 2012, 6 (04) : 507 - 514
12345