Fracture evolution characteristics of strainburst under different gradient stress

被引:4
作者
Wang, Gang [1 ,3 ,4 ]
Liu, Xiqi [2 ,6 ]
Song, Leibo [3 ,4 ]
Bao, Chunyan [3 ,4 ]
Wang, Zhenhua [5 ]
Chen, Hao [3 ,4 ]
机构
[1] Wuhan Univ, Sch Civil Engn, Key Lab Geotech & Struct Engn Safety Hubei Prov, Wuhan, Hubei, Peoples R China
[2] Pearl River Water Resources Res Inst, Guangzhou, Guangdong, Peoples R China
[3] Shaoxing Univ, Sch Civil Engn, Shaoxing, Zhejiang, Peoples R China
[4] Shaoxing Univ, Key Lab Rock Mech & Geohazards Zhejiang Prov, Shaoxing, Zhejiang, Peoples R China
[5] East China Univ Technol, Sch Civil & Architecture Engn, Nanchang, Jiangxi, Peoples R China
[6] Pearl River Water Resources Res Inst, Guangzhou 510611, Guangdong, Peoples R China
基金
中国国家自然科学基金; 中国博士后科学基金;
关键词
civil engineering; fracture mechanism; rockburst intensity; rockburst laboratory test; stress gradient; CRACK CLASSIFICATION; ROCK BURST; ROCKBURST; FAILURE; SPECIMENS;
D O I
10.1002/nag.3627
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
Strainburst often occurs in the loading process of tangential stress concentration from surrounding rocks after excavation and unloading of deep rock mass. The concentrated tangential stress is relatively larger on the tunnel walls, which decreases towards the interior of surrounding rocks with a certain gradient. To explore the fracture evolution characteristics of surrounding rocks under different tangential gradient stresses and understand various phenomena in the strainburst process, a large-scale true-triaxial gradient and hydraulic-pneumatic composite loading rockburst test device was adopted to carry out the strainburst tests under four different gradient stresses. Based on the macroscopic failure phenomena, distribution of rockburst debris, macro-micro morphology of failure cross section, and monitored data of acoustic emission (AE), the fracture evolution of rockburst specimens was analyzed under different stress gradient loadings. The results indicate that the stress gradient has an obvious influence on the fracture characteristics, resulting in different rockburst phenomena. With the increase of stress gradient, the failure stress of rockburst decreases, while the dynamic failure characteristics of rockburst trends to be significant. The increase of stress gradient contributes to higher fragmentation degree of debris, more uniform distribution and better continuity. The total number of cracks in the model decreases with the rise of the stress gradient, and the proportion of shear failure increases, which is the main reason for the enhancement of the rockburst intensity.
引用
收藏
页码:3381 / 3398
页数:18
相关论文
共 39 条
[1]   Statistical assessment of rock burst potential and contributions of considered predictor variables in the task [J].
Afraei, Sajjad ;
Shahriar, Kourosh ;
Madani, Sayyed Hassan .
TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY, 2018, 72 :250-271
[2]   Effects of Thermal Damage on Strain Burst Mechanism for Brittle Rocks Under True-Triaxial Loading Conditions [J].
Akdag, Selahattin ;
Karakus, Murat ;
Taheri, Abbas ;
Giang Nguyen ;
He Manchao .
ROCK MECHANICS AND ROCK ENGINEERING, 2018, 51 (06) :1657-1682
[3]   Crack classification in reinforced concrete beams with varying thicknesses by mean of acoustic emission signal features [J].
Aldandooh, M. A. A. ;
Bunnori, N. Muhamad .
CONSTRUCTION AND BUILDING MATERIALS, 2013, 45 :282-288
[4]  
Cook N.G. W., 1965, INT J ROCK MECH MIN, V2, P389, DOI DOI 10.1016/0148-9062(65)90004-5
[5]   Experimental Study of Slabbing and Rockburst Induced by True-Triaxial Unloading and Local Dynamic Disturbance [J].
Du, Kun ;
Tao, Ming ;
Li, Xi-bing ;
Zhou, Jian .
ROCK MECHANICS AND ROCK ENGINEERING, 2016, 49 (09) :3437-3453
[6]   Modeling hard rock failure induced by structural planes around deep circular tunnels [J].
Feng, Fan ;
Li, Xibing ;
Rostami, Jamal ;
Li, Diyuan .
ENGINEERING FRACTURE MECHANICS, 2019, 205 :152-174
[7]   Rock burst and slabbing failure and its influence on TBM excavation at headrace tunnels in Jinping II hydropower station [J].
Gong, Q. M. ;
Yin, L. J. ;
Wu, S. Y. ;
Zhao, J. ;
Ting, Y. .
ENGINEERING GEOLOGY, 2012, 124 :98-108
[8]   A Novel Experimental Technique to Simulate Pillar Burst in Laboratory [J].
He, M. C. ;
Zhao, F. ;
Cai, M. ;
Du, S. .
ROCK MECHANICS AND ROCK ENGINEERING, 2015, 48 (05) :1833-1848
[9]   Rockburst laboratory tests database - Application of data mining techniques [J].
He, Manchao ;
Ribeiro e Sousa, L. ;
Miranda, Tiago ;
Zhu, Gualong .
ENGINEERING GEOLOGY, 2015, 185 :116-130
[10]   Experimental study of rockbursts in underground quarrying of Carrara marble [J].
He, Manchao ;
Jia, Xuena ;
Coli, M. ;
Livi, E. ;
Sousa, Luis .
INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES, 2012, 52 :1-8