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Experimental investigation on damage evolution behaviour of a granitic rock under loading and unloading

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成果类型:
期刊论文
作者:
Dai Bing*;Zhao Guo-yan;Konietzky, H.;Wasantha, P. L. P.
通讯作者:
Dai Bing
作者机构:
[Dai Bing] Univ South China, Nucl Resources Engn Coll, Hengyang 421001, Peoples R China.
[Zhao Guo-yan; Dai Bing] Cent S Univ, Sch Resources & Safety Engn, Changsha 410001, Hunan, Peoples R China.
[Konietzky, H.; Wasantha, P. L. P.; Dai Bing] TU Bergakad, Geotech Inst, D-09599 Freiberg, Germany.
通讯机构:
[Dai Bing] U
[Dai Bing] C
[Dai Bing] T
Univ South China, Nucl Resources Engn Coll, Hengyang 421001, Peoples R China.
Cent S Univ, Sch Resources & Safety Engn, Changsha 410001, Hunan, Peoples R China.
语种:
英文
关键词:
damage evolution;loading and unloading;granitic rock;triaxial testing
关键词(中文):
损伤演化;加载和卸载;花岗岩;三轴试验
期刊:
中南大学学报(英文版)
ISSN:
2095-2899
年:
2018
卷:
25
期:
5
页码:
1213-1225
基金类别:
(51774187,51324744,51374129):Projects :supported by the National Natural Science Foundation of China (71380100006):Project :supported by the Innovation Foundation of Doctoral Student in Hunan Province,China (2017SK2280):Project :supported by the Key Research and Development Program of Hunan Provincial Science and Technology Department,China (17A184):Project :supported by the Key Research Foundation of Education Bureau of Hunan Province,China
机构署名:
本校为第一且通讯机构
院系归属:
核资源工程学院
摘要:
In-situ rock failures can result from stress changes due to pure loading and/or unloading. Understanding of the damage evolution behavior in brittle rocks during loading and unloading is imperative for the designs of rock structures. In this paper, we investigate the damage evolution characteristics of a granitic rock during loading and unloading after a series of triaxial experiments performed at different confining pressures. The axial stress-axial strain variations of the tested specimens revealed that the specimens undergoing unloading fail with a lower axial strain compared to the specime...
摘要(中文):
在不同围压下进行三轴试验,研究花岗岩在加载和卸载过程中的损伤演化特征.通过分析试样的轴向应力、轴向应变变化表明,在轴向应变较低时,试样卸荷破坏失效与加载条件下的不同.围压越高这种不同越明显.本文提出了一种新的描述脆性岩石割线模量随轴向应力变化的方程.试件的破坏机制表现出2种不同的模式:在纯加载荷下,试样没有明显的剪切断裂,而卸载试样则表现出多个相交的断裂.此外,分析了在加载和卸载条件下,试样在变形过程中的耗散和弹性能的演化规律.此外,根据损伤过程中的能量耗散和割线模量演化来评价2种损伤指数的变化,并观察到2种损伤的演化过程都能很好地区分损伤演化的关键阶段.

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