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Please use this identifier to cite or link to this item: http://repository.iitr.ac.in/handle/123456789/21090
Title: Ultimate Bearing Capacity of Shallow Foundations on Jointed Rock Mass
Authors: Bindlish A.
Singh, Mahendra
Samadhiya, Narendra Kumar
Published in: Indian Geotechnical Journal
Abstract: The strength behaviour of jointed rocks is governed by intact rock properties as well as the characteristics of the joints intensity of the rock mass. It has been observed that in addition to the above mentioned factors, the type of structure is also very important in governing the mobilized strength of a rock mass. An experimental study was conducted wherein a rigid footing placed on the top surface of the jointed rock mass was loaded up to the failure. The effect of the joint orientation and interlocking of rock mass on the ultimate bearing capacity of the rock mass has been studied. A methodology has been suggested to determine the ultimate bearing capacity of shallow foundation placed on anisotropic rock mass in the field. ¬© 2012 Indian Geotechnical Society.
Citation: Indian Geotechnical Journal, 42(3): 169-178
URI: https://doi.org/10.1007/s40098-012-0011-9
http://repository.iitr.ac.in/handle/123456789/21090
Issue Date: 2012
Publisher: Springer
Keywords: Anisotropic
Bearing capacity
Discontinuities
Joints
Stepping
ISSN: 9719555
Author Scopus IDs: 55609490900
57421997600
6506534111
Author Affiliations: Bindlish, A., Department of Civil Engineering, University College of Engineering, Rajasthan Technical University, Kota, 324 010 Rajasthan, India
Singh, M., Department of Civil Engineering, IIT Roorkee, Roorkee, 247 667, India
Samadhiya, N.K., Department of Civil Engineering, IIT Roorkee, Roorkee, 247 667, India
Corresponding Author: Bindlish, A.; Department of Civil Engineering, , Kota, 324 010 Rajasthan, India; email: ajaybindlish67@rediffmail.com
Appears in Collections:Journal Publications [CE]

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