The Rehbinder Effect in Testing Saturated Carbonate Geomaterials-Reference-Cited by-同舟云学术

The Rehbinder Effect in Testing Saturated Carbonate Geomaterials

Published:2023-04-11 Issue:8 Volume:16 Page:3024
ISSN:1996-1944
Container-title:Materials
language:en
Short-container-title:Materials

Author:

Riabokon Evgenii¹^ORCID,Turbakov Mikhail¹^ORCID,Kozhevnikov Evgenii¹^ORCID,Poplygin Vladimir¹,Jing Hongwen²

Affiliation:

1. Department of Oil and Gas Technologies, Perm National Research Polytechnic University, 614990 Perm, Russia

2. State Key Laboratory for Geomechanics and Deep Underground Engineering, China University of Mining and Technology, Xuzhou 221116, China

Abstract

Carbonate geomaterial samples were tested for uniaxial compressive strength and tensile strength under air-dried and distilled-water-wet conditions. When tested for uniaxial compression, samples saturated with distilled water showed 20% lower average strength than that of air-dried samples. In the indirect tensile (Brazilian) test, samples saturated with distilled water showed 25% lower average strength than that of dry samples. In comparison with air-dried conditions, when the geomaterial is saturated with water, the ratio of the tensile strength to the compressive strength is decreased, mainly due to the decrease in the tensile strength caused by the Rehbinder effect.

Funder

Russian Science Foundation

Publisher

MDPI AG

Subject

General Materials Science

Link

https://www.mdpi.com/1996-1944/16/8/3024/pdf

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