Investigation of the microstructure damage and mechanical properties evolution of limestone subjected to high-pressure water

被引:30
作者
Fan, Shengyuan [1 ,2 ]
Song, Zhanping [1 ,2 ]
Xu, Tian [1 ,2 ]
Zhang, Yuwei [1 ,2 ]
机构
[1] Xian Univ Architecture & Technol, Sch Civil Engn, Xian 710055, Shaanxi, Peoples R China
[2] Shaanxi Key Lab Geotech & Underground Space Engn, Xian 710055, Shaanxi, Peoples R China
基金
中国国家自然科学基金;
关键词
High-pressure water; Limestone; Microstructure; Infrared radiation temperature; Failure omen; INFRARED RADIATION; ROCK; FAILURE; COAL; PRECURSORS;
D O I
10.1016/j.conbuildmat.2021.125871
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The water-weakening effect is one of the most important causes for changes the physical and mechanical characteristics of rock materials, triggering large deformations and failures in rock engineering. To investigate the degradation effect of high-pressure water on a rock material, this study performed laboratory tests on limestone specimens. Scanning electron microscopy (SEM) and mercury intrusion porosimetry (MIP) were used to examine limestone subjected to different water pressures, and the results showed that with the water pressure increasing, the dissolution degree and porosity of a limestone specimen increased. Meanwhile, an infrared radiation thermal (IRT) imager was used during uniaxial loading to study the temperature evolution laws of the limestone materials under different water pressures. The phase development characteristics of the stress-strain curve were more obvious, and the average infrared radiation temperature (AIRT) rose in a fluctuating manner during different stages. The AIRT reached an extreme value suddenly before the peak stress and gradually returned to the room temperature after a structural failure. The strength and temperature differences for the specimens continuously decreased with water pressure increasing, with temperature decreases of 5.71%, 12.86%, 18.57%, 22.86% and 24.29% respectively under 2-10 MPa water pressure compared to 0 MPa. In addition, the IRT images intuitively reflected the spatial evolution process for the specimen temperature. There were high temperature anomalies on the IRT image before structural failure, which could be used as the omen of the limestone structure failure.
引用
收藏
页数:13
相关论文
共 45 条
[1]   Influence of planes of anisotropy on physical and mechanical properties of freshwater limestone (Mudstone) [J].
Ademovic, Naida ;
Kurtovic, Azra .
CONSTRUCTION AND BUILDING MATERIALS, 2021, 268
[2]   Water saturation effects on dynamic behavior and microstructure damage of sandstone: Phenomena and mechanisms [J].
Cai, Xin ;
Zhou, Zilong ;
Zang, Haizhi ;
Song, Zhengyang .
ENGINEERING GEOLOGY, 2020, 276
[3]   Case Study of the Effect of Rainfall Infiltration on a Tunnel Underlying the Roadbed Slope with Weak Inter-Layer [J].
Fan, Sheng-yuan ;
Song, Zhan-ping ;
Zhang, Yu-wei ;
Liu, Nai-fei .
KSCE JOURNAL OF CIVIL ENGINEERING, 2020, 24 (05) :1607-1619
[4]   Tunnel deformation and stress response under the bilateral foundation pit construction: a case study [J].
Fan, Shengyuan ;
Song, Zhanping ;
Xu, Tian ;
Wang, Kaimeng ;
Zhang, Yuwei .
ARCHIVES OF CIVIL AND MECHANICAL ENGINEERING, 2021, 21 (03)
[5]   Research on hydration mechanism of ultrafine fly ash and cement composite [J].
Han, Xiao ;
Yang, Jinbo ;
Feng, Jingjing ;
Zhou, Cuiling ;
Wang, Xiaoqing .
CONSTRUCTION AND BUILDING MATERIALS, 2019, 227
[6]   Effect of water on the strength and creep lifetime of andesite [J].
Hashiba, K. ;
Fukui, K. ;
Kataoka, M. ;
Chu, S. Y. .
INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES, 2018, 108 :37-42
[7]   Investigation of the hydraulic properties of deep fractured rocks around underground excavations using high-pressure injection tests [J].
Huang, Zhen ;
Li, Xiaozhao ;
Li, Shijie ;
Zhao, Kui ;
Zhang, Rui .
ENGINEERING GEOLOGY, 2018, 245 :180-191
[8]   A smoothed particle hydrodynamics model for droplet and film flow on smooth and rough fracture surfaces [J].
Kordilla, J. ;
Tartakovsky, A. M. ;
Geyer, T. .
ADVANCES IN WATER RESOURCES, 2013, 59 :1-14
[9]   Improved monitoring of acoustic emissions in concrete structures by multi-triggering and adaptive acquisition time interval [J].
Lamonaca, Francesco ;
Carrozzini, Antonio ;
Grimaldi, Domenico ;
Olivito, Renato S. .
MEASUREMENT, 2015, 59 :227-236
[10]   Damage precursor of construction rocks under uniaxial cyclic loading tests analyzed by acoustic emission [J].
Li Dexing ;
Wang Enyuan ;
Kong Xiangguo ;
Jia Haishan ;
Wang Dongming ;
Muhammad, Ali .
CONSTRUCTION AND BUILDING MATERIALS, 2019, 206 :169-178