Bearing Capacity of Reinforced Strip Foundation Beds on Compressible Clays

K, Rajyalakshmi and M R, Madhav and K, Ramu (2012) Bearing Capacity of Reinforced Strip Foundation Beds on Compressible Clays. Indian Geotechnical Journal, 42 (4). pp. 294-308. ISSN 2277-3347

Full text not available from this repository. (Request a copy)

Abstract

The paper presents a method for the estimation of bearing capacity of a strip footing on the surface of a geosynthetic reinforced foundation bed laid over soft homogeneous clay. Most studies for the estimation of bearing capacity of a reinforced dense granular layer over soft clay are based on Meyerhof’s approach and based on general shear failure of soft clay. Vesic’s cavity expansion theory that considers the compressibility/stiffness of the ground together with its shear strength and the reinforcement assumed to be subjected to pure axial pullout force are incorporated in the proposed solution. A parametric study quantifies the contributions of various parameters. The predictions compare well with the results available in the literature.

[error in script]
IITH Creators:
IITH CreatorsORCiD
M R, MadhavUNSPECIFIED
Item Type: Article
Uncontrolled Keywords: Reinforced foundation beds (RFB), Bearing capacity ratio (BCR), Reinforcement, Axial tension
Subjects: Others > Engineering technology
Civil Engineering > Structural engineering and underground construction
Divisions: Department of Civil Engineering
Department of Material Science Engineering
Depositing User: Team Library
Date Deposited: 09 Sep 2015 05:55
Last Modified: 08 Feb 2016 05:26
URI: http://raiithold.iith.ac.in/id/eprint/1922
Publisher URL: http://dx.doi.org/10.1007/s40098-012-0028-0
OA policy: http://www.sherpa.ac.uk/romeo/issn/2277-3347/
Related URLs:

Actions (login required)

View Item View Item
Statistics for RAIITH ePrint 1922 Statistics for this ePrint Item