Circular footings resting on geotextile-reinforced sand bed

被引：97
|
作者：
Basudhar, P. K. [1 ]
Saha, Santanu [1 ]
Deb, Kousik [1 ]
机构：
[1] Indian Inst Technol, Dept Civil Engn, Kanpur 208016, Uttar Pradesh, India
来源：
GEOTEXTILES AND GEOMEMBRANES | 2007年 / 25卷 / 06期
关键词：
circular footings; equivalent secant modulus (E-q); FLAC; geotextile; homogenization;
D O I：
10.1016/j.geotexmem.2006.09.003
中图分类号：
P5 [地质学];
学科分类号：
0709 ; 081803 ;
摘要：
The note pertains to an experimental study made on circular footings resting on semi-infinite layer of sand reinforced with geotextiles. Using the concept of homogenization of such soils, both analytical and numerical analyses have also been conducted to predict the load-settlement behavior and compared with experimental observations. The study highlights the effect of the footing size, number of reinforcing layers, reinforcement placement pattern and bond length and the relative density of the soil on the load-settlement characteristics of the footings. (c) 2007 Elsevier Ltd. All rights reserved.
引用
收藏
页码：377 / 384
页数：8
相关论文
共 50 条
  • [31] Experimental and computational response of strip footing resting on prestressed geotextile-reinforced industrial waste
    Ghani, Sufyan
    Kumari, Sunita
    Choudhary, A. K.
    Jha, J. N.
    INNOVATIVE INFRASTRUCTURE SOLUTIONS, 2021, 6 (02)
  • [32] GEOTEXTILE-REINFORCED UNPAVED ROAD DESIGN
    GIROUD, JP
    NOIRAY, L
    JOURNAL OF THE GEOTECHNICAL ENGINEERING DIVISION-ASCE, 1981, 107 (09): : 1233 - 1254
  • [33] Behavior of repeatedly loaded rectangular footings resting on reinforced sand
    El Sawwaf, Mostafa
    Nazir, Ashraf Kamal
    ALEXANDRIA ENGINEERING JOURNAL, 2010, 49 (04) : 349 - 356
  • [34] Bearing capacity-relative density behavior of circular footings resting on geocell-reinforced sand
    Dehkordi, Pezhman Fazeli
    Ghazavi, Mahmoud
    Karim, Usama F. A.
    EUROPEAN JOURNAL OF ENVIRONMENTAL AND CIVIL ENGINEERING, 2022, 26 (11) : 5088 - 5112
  • [35] Study on Square Footing Resting on Prestressed Geotextile Reinforced Sand
    Kumar, S.
    Solanki, C. H.
    Patel, J. B.
    Sudevan, P. B.
    Chaudhary, P. M.
    ADVANCES IN REINFORCED SOIL STRUCTURES, 2018, : 70 - 81
  • [36] Experimental and computational response of strip footing resting on prestressed geotextile-reinforced industrial waste
    Sufyan Ghani
    Sunita Kumari
    A. K. Choudhary
    J. N. Jha
    Innovative Infrastructure Solutions, 2021, 6
  • [37] Influence of Mesh Size on Bearing Capacity and Settlement Resistance of Coir Geotextile-Reinforced Sand
    Sridhar, R.
    Prathapkumar, M. T.
    JORDAN JOURNAL OF CIVIL ENGINEERING, 2018, 12 (01) : 61 - 69
  • [38] Centrifuge model tests on geotextile-reinforced slopes
    Viswanadham, B. V. S.
    Mahajan, R. R.
    GEOSYNTHETICS INTERNATIONAL, 2007, 14 (06) : 365 - 379
  • [39] Performance of Geotextile-Reinforced Bases for Paved Roads
    Saghebfar, Milad
    Hossein, Mustaque
    Lacina, Bruce A.
    TRANSPORTATION RESEARCH RECORD, 2016, (2580) : 27 - 33
  • [40] Novel design principle of geotextile-reinforced banks
    Komori, Takashi
    Kimura, Mitsuo
    Itoh, Motoyoshi
    Sen'i Gakkaishi/Journal of the Society of Fiber Science and Technology, Japan, 2000, 56 (09): : 449 - 455
12345