Prediction of Unloading Failure Strain and Undrained Shear Strength of Saturated Clays by Limit Pressure from Prebored Pressuremeter-Reference-Cited by-同舟云学术

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Prediction of Unloading Failure Strain and Undrained Shear Strength of Saturated Clays by Limit Pressure from Prebored Pressuremeter

Published:2021-03-17 Issue:5 Volume:44 Page:20200222
ISSN:0149-6115
Container-title:Geotechnical Testing Journal
language:en
Short-container-title:Geotech. Test. J.

Author:

Masoud Zubair¹,Khan Ammad Hassan²

Affiliation:

1. Soilcon Geotechnical Engineering Laboratories, Multan Rd., Divine Gardens, Lahore 54792, Pakistan

2. Department of Transportation Engineering and Management, University of Engineering and Technology, Grand Trunk Rd., Lahore 54890, Pakistan (Corresponding author), e-mail: ammadhk@hotmail.com, https://orcid.org/0000-0003-0767-3032

Publisher

ASTM International

Subject

Geotechnical Engineering and Engineering Geology

Cited by 1 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Prediction of Post-Yield Strain from Loading and Unloading Phases of Pressuremeter, Triaxial, and Consolidation Test Curves for Sustainable Embankment Design;Sustainability;2022-02-22

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