Departure of soft rock mass from undrained response in drilled shaft and plate load tests-Reference-Cited by-同舟云学术

Departure of soft rock mass from undrained response in drilled shaft and plate load tests

Published:2019-02 Issue:1 Volume:59 Page:228-233
ISSN:0038-0806
Container-title:Soils and Foundations
language:en
Short-container-title:Soils and Foundations

Author:

Asem Pouyan^ORCID,Taukoor Vashish^ORCID,Kane Thierno

Funder

University of Illinois at Urbana-Champaign

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering

Reference25 articles.

1. Axial Behavior of Drilled Shafts in Soft Rock;Asem,2018

2. Probabilistic model and LRFD resistance factors for the tip resistance of drilled shafts in soft sedimentary rock based on axial load tests;Asem,2018

3. Standard Test Methods for Deep Foundations Under Static Axial Compressive Load;ASTM (D1143),2013

4. Mechanism of brittle fracture of rock: Part I—theory of the fracture process;Bieniawski;Int. J. Rock Mech. Min. Sci. Geomech. Abstr.,1967

5. General theory of three-dimensional consolidation;Biot;J. Appl. Phys.,1941

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