Investigation on the Deformation and Strength Characteristics of Rock Salt Under Different Confining Pressures

被引:31
作者
Liu, Wei [1 ]
Zhang, Xiong [1 ]
Li, Haoran [2 ]
Chen, Jie [1 ]
机构
[1] Chongqing Univ, State Key Lab Coal Mine Disaster Dynam & Control, Chongqing 400044, Peoples R China
[2] Univ Shijiazhuang, Sch Civil Engn, Shijiazhuang 500043, Hebei, Peoples R China
基金
中国国家自然科学基金;
关键词
Gas storage salt cavern; Salt rock; Confining pressure; Peak strength; Axial strain; Dilatancy; GAS-STORAGE; RENEWABLE ENERGY; MECHANICAL-PROPERTIES; CAVERN; PERMEABILITY; STRESS; CONSUMPTION; BEHAVIOR; MODEL; JINTAN;
D O I
10.1007/s10706-020-01388-1
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
The deformation and strength characteristics of rock salt is significant for the safety of hydrocarbon energy (oil, gas) storage in salt caverns. To overcome the problem of determining the peak strength by simultaneously considering the dilatancy characteristics of salt rock, compression experiments were carried out on Pingdingshan salt rock under different confining pressures. The results shew that the uniaxial experiment of salt rock presented a brittle failure, but the presence of impurities improved the strength of samples. After the confining stress reached a "Transition confining pressure"-6.55 MPa, which was determined by using a chart method, the strength of salt rock increased greatly and behaved a strong strain hardening phenomenon. An empirical method to determine the "transition confining pressure" was put forward, and it was also suggested that the minimum operating pressure in a gas storage salt cavern should be higher than this value. The experiments under different confining pressures indicated that the higher the confining pressure was, the more hysteretic the dilatancy occurred. Based on this result, a method to determine the peak strength of salt rock based on a certain axial strain value (6%) or the initial point of dilatancy was proposed. Then the peak strength of the salt rock samples in this study was calculated to verify the feasibility of this method. This study provided the determination methods for the "transition confining pressure" and the peak strength for salt rock, which was a reference for the evaluation and operation of the gas storage salt caverns.
引用
收藏
页码:5703 / 5717
页数:15
相关论文
共 74 条
[1]   Modeling deformation modulus of a stratified sedimentary rock mass using neural network, fuzzy inference and genetic programming [J].
Alemdag, S. ;
Gurocak, Z. ;
Cevik, A. ;
Cabalar, A. F. ;
Gokceoglu, C. .
ENGINEERING GEOLOGY, 2016, 203 :70-82
[2]   Rock salt dilatancy boundary from combined acoustic emission and triaxial compression tests [J].
Alkan, H. ;
Cinar, Y. ;
Pusch, G. .
INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES, 2007, 44 (01) :108-119
[3]   Percolation model for dilatancy-induced permeability of the excavation damaged zone in rock salt [J].
Alkan, Hakan .
INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES, 2009, 46 (04) :716-724
[4]  
[Anonymous], 2018, GIE STORAGE MAP
[5]  
Bruno MS, 2005, OFFICE SCI TECHNICAL
[6]  
Cai M., 2002, Rock Mechanics and Engineering
[7]   Modeling of the uniaxial compressive strength of some clay-bearing rocks using neural network [J].
Cevik, Abdulkadir ;
Sezer, Ebru Akcapinar ;
Cabalar, Ali Firat ;
Gokceoglu, Candan .
APPLIED SOFT COMPUTING, 2011, 11 (02) :2587-2594
[8]   A review on the energy production, consumption, and prospect of renewable energy in China [J].
Chang, J ;
Leung, DYC ;
Wu, CZ ;
Yuan, ZH .
RENEWABLE & SUSTAINABLE ENERGY REVIEWS, 2003, 7 (05) :453-468
[9]  
Chen JW, 2008, CHIN J ROCK MECH ENG, V28, P3302
[10]   UGS in giant offshore salt caverns to substitute the actual Brazilian NG storage in LNG vessels [J].
Costa, Pedro V. M. ;
Costa, Alvaro M. ;
Szklo, Alexandre ;
Branco, David Castelo ;
Freitas, Marcos ;
Rosa, Luiz Pinguelli .
JOURNAL OF NATURAL GAS SCIENCE AND ENGINEERING, 2017, 46 :451-476