Base resistance of drilled shafts in soft rock using in situ load tests: A limit state approach
Abstract
This paper presents a probabilistic limit state framework for the evaluation of the base resistance of drilled shafts in soft rock. In situ load tests and the Griffith fracture theory are used to evaluate the mode of failure for the rock mass under the drilled shaft base. The base resistance or the limit state in the context of this paper is defined by the contact pressure at which load induced vertical to subvertical cracks form and the contact...
Paper Details
Title
Base resistance of drilled shafts in soft rock using in situ load tests: A limit state approach
Published Date
Dec 1, 2019
Journal
Volume
59
Issue
6
Pages
1639 - 1658
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