Study on the microscopic damage evolution and dynamic fracture properties of sandstone under freeze-thaw cycles

被引:94
作者
Niu, Caoyuan [1 ]
Zhu, Zheming [2 ]
Zhou, Lei [2 ,3 ]
Li, Xiaohan [2 ]
Ying, Peng [2 ]
Dong, Yuqing [2 ]
Deng, Shuai [2 ]
机构
[1] Sichuan Univ, Coll Architecture & Environm, Key Lab Sichuan Prov, Failure Mech & Engn Disaster Prevent & Mitigat, Chengdu 610065, Peoples R China
[2] Sichuan Univ, State Key Lab Hydraul & Mt River Engn, Coll Architecture & Environm, Chengdu 610065, Peoples R China
[3] Chengdu Univ Technol, State Key Lab Geohazard Prevent & Geoenvironm Pro, Chengdu 610059, Sichuan, Peoples R China
基金
中国国家自然科学基金;
关键词
Freeze-thaw cycles; NMR technique; Dynamic fracture toughness; Crack velocity; SEM; MODE-I; MECHANICAL-PROPERTIES; PREDICTION MODEL; SEDIMENTARY-ROCK; BEHAVIOR; PROPAGATION; TOUGHNESS; STRENGTH; STRESS; TUNNEL;
D O I
10.1016/j.coldregions.2021.103328
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
Freeze-thaw has great deterioration effect on rock mechanical performance, which strongly affect the stability of rock masses engineering. Meanwhile, natural fractures in real rocks are ubiquitous with considerable variations in size, number, and orientation, which further accelerate the risk of geological disasters. In this study, the microstructure changes of specimens induced by cyclic freeze-thaw were measured using nuclear magnetic resonance (NMR) technique. Dynamic fracture tests were performed using single cleavage triangle (SCT) red sandstone specimens. Crack propagation gauges (CPGs) were applied to determine the crack velocity. Meanwhile, the microstructure of the fracture surface was obtained with the aid of scanning electron microscope (SEM). The results show that the cyclic freeze-thaw plays an important part in rock dynamic fracture behavior. The porosity and crack velocity increase with freeze-thaw cycles, whereas the crack initiation time and dynamic fracture toughness decrease with freeze-thaw cycles. Sandstone has three pore types and is susceptible to the freeze-thaw weathering. The fracture surface of specimen without freeze-thaw is smooth and the fracture mode is transgranular. With the rise of freeze-thaw cycles, the fracture surface becomes rougher, indicating that inter granular fracture plays a dominant role in sandstone failure.
引用
收藏
页数:13
相关论文
共 48 条
[21]   Degradation characteristics of shear strength of joints in three rock types due to cyclic freezing and thawing [J].
Mu, Jian-qiao ;
Pei, Xiang-jun ;
Huang, Run-qiu ;
Rengers, Niek ;
Zou, Xue-qing .
COLD REGIONS SCIENCE AND TECHNOLOGY, 2017, 138 :91-97
[22]   Effect of Water Content on Dynamic Fracture Characteristic of Rock under Impacts [J].
Niu, Caoyuan ;
Zhu, Zheming ;
Wang, Fei ;
Ying, Peng ;
Deng, Shuai .
KSCE JOURNAL OF CIVIL ENGINEERING, 2021, 25 (01) :37-50
[23]   Changes in microstructure and physical properties of rocks caused by artificial freeze-thaw action [J].
Park, Jihwan ;
Hyun, Chang-Uk ;
Park, Hyeong-Dong .
BULLETIN OF ENGINEERING GEOLOGY AND THE ENVIRONMENT, 2015, 74 (02) :555-565
[24]  
Ravi-Chandar K., 2004, Dynamic Fracture
[25]  
ROSE LRF, 1976, INT J FRACTURE, V12, P799
[26]   Salt and ice crystallisation in porous sandstones [J].
Ruedrich, Joerg ;
Siegesmund, Siegfried .
ENVIRONMENTAL GEOLOGY, 2007, 52 (02) :343-367
[27]   Coalescence of multiple flaws in a rock-model material in uniaxial compression [J].
Sagong, M ;
Bobet, A .
INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES, 2002, 39 (02) :229-241
[28]   Effect of stress path on mechanical behaviours of frozen subgrade soil [J].
Shen, Mingde ;
Zhou, Zhiwei ;
Zhang, Shujuan .
ROAD MATERIALS AND PAVEMENT DESIGN, 2022, 23 (05) :1061-1090
[29]   Evaluation of cracking damage in freeze-thawed concrete using acoustic emission and X-ray CT image [J].
Suzuki, Tetsuya ;
Shiotani, Tomoki ;
Ohtsu, Masayasu .
CONSTRUCTION AND BUILDING MATERIALS, 2017, 136 :619-626
[30]   A study on the physical index change and triaxial compression test of intact hard rock subjected to freeze-thaw cycles [J].
Wang Liping ;
Li Ning ;
Qi Jilin ;
Tian Yanzhe ;
Xu Shuanhai .
COLD REGIONS SCIENCE AND TECHNOLOGY, 2019, 160 :39-47