Three-point bending test investigation of the fracture behavior of siltstone after thermal treatment

被引：88

作者：

Zuo, Jian-ping ^{[1
,2
]}

Xie, He-ping ^{[3
]}

Dai, Feng ^{[3
]}

Ju, Yang ^{[1
]}

机构：

[1] China Univ Min & Technol, State Key Lab Coal Resources & Safe Min, Beijing 100083, Peoples R China

[2] Univ Calif Berkeley, Lawrence Berkeley Natl Lab, Div Earth Sci, Berkeley, CA 94720 USA

[3] Sichuan Univ, Coll Water Resources & Hydropower, Chengdu 610065, Sichuan, Peoples R China

来源：

INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES | 2014年 / 70卷

基金：

中国国家自然科学基金;

关键词：

Siltstone; Temperature Three-point bending (TPB) experiment; Threshold temperature; Fracture toughness; MODE-I; TOUGHNESS; SANDSTONE; STRESS; ROCK;

D O I：

10.1016/j.ijrmms.2014.04.005

中图分类号：

P5 [地质学];

学科分类号：

0709 ; 081803 ;

摘要：

The influence of temperature on the fracture behavior of siltstone is investigated in detail by mode l fracture toughness tests under three-point bending in situ SEM observations. A total of 27 specimens subjected to thermal pre-treatment have been tested. Experimental results indicate that effects of temperature on siltstone fracture behavior are obvious, not only on failure mechanism, but also on mechanical parameters like peak failure loads, fracture toughness and modulus of elasticity. The failure mechanism changes from intergranular fracture to mixed intergranular and transgranular fractures, and filially to intergranular fracture and thermal cracking with temperature from 25 to 60 C. Fracture toughness K-tc decreases slightly from room temperature 25 to 100 degrees C, and then increases significantly from 100 to 125 degrees C, and then gradually declines from 125 to 600 degrees C. A new numerical elastic modulus estimation method is proposed, considering a series of fluctuated experimental data The variation of the elastic modulus with the temperature is similar with that of fracture toughness. (C) 2014 Elsevier Ltd. All rights reserved

引用

页码：133 / 143

页数：11

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