A prediction model for uniaxial compressive strength of deteriorated rocks due to freeze–thaw-Reference-Cited by-同舟云学术

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A prediction model for uniaxial compressive strength of deteriorated rocks due to freeze–thaw

Published:2015-12 Issue: Volume:120 Page:96-107
ISSN:0165-232X
Container-title:Cold Regions Science and Technology
language:en
Short-container-title:Cold Regions Science and Technology

Author:

Liu Quansheng,Huang Shibing,Kang Yongshui,Liu Xuewei

Funder

National Program on Key Basic Research Project

National Natural Science Foundation of China

Publisher

Elsevier BV

Subject

General Earth and Planetary Sciences,Geotechnical Engineering and Engineering Geology

Reference48 articles.

1. Mechanical property degradation of ignimbrite subjected to recurrent freeze–thaw cycles;Altindag;Int. J. Rock Mech. Min. Sci.,2004

2. Fatigue properties of intact sandstone samples subjected to dynamic uniaxial cyclical loading;Bagde;Int. J. Rock Mech. Min. Sci.,2005

3. Predicting mechanical strength loss of natural stones after freeze–thaw in cold regions;Bayram;Cold Reg. Sci. Technol.,2012

4. A new laboratory rock test based on freeze–thaw using a steel chamber;Binal;Q. J. Eng. Geol. Hydrogeol.,2009

5. Empirical relations between rock strength and physical properties in sedimentary rocks;Chang;J. Pet. Sci. Eng.,2006

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