Time-Dependent Behaviors of Granite: Loading-Rate Dependence, Creep, and Relaxation

被引:0
作者
K. Hashiba
K. Fukui
机构
[1] The University of Tokyo,Department of Systems Innovation
来源
Rock Mechanics and Rock Engineering | 2016年 / 49卷
关键词
Time-dependent behavior; Loading-rate dependence; Creep; Relaxation; Constitutive model;
D O I
暂无
中图分类号
学科分类号
摘要
To assess the long-term stability of underground structures, it is important to understand the time-dependent behaviors of rocks, such as their loading-rate dependence, creep, and relaxation. However, there have been fewer studies on crystalline rocks than on tuff, mudstone, and rock salt, because the high strength of crystalline rocks makes the detection of their time-dependent behaviors much more difficult. Moreover, studies on the relaxation, temporal change of stress and strain (TCSS) conditions, and relations between various time-dependent behaviors are scarce for not only granites, but also other rocks. In this study, previous reports on the time-dependent behaviors of granites were reviewed and various laboratory tests were conducted using Toki granite. These tests included an alternating-loading-rate test, creep test, relaxation test, and TCSS test. The results showed that the degree of time dependence of Toki granite is similar to other granites, and that the TCSS resembles the stress-relaxation curve and creep-strain curve. A viscoelastic constitutive model, proposed in a previous study, was modified to investigate the relations between the time-dependent behaviors in the pre- and post-peak regions. The modified model reproduced the stress–strain curve, creep, relaxation, and the results of the TCSS test. Based on a comparison of the results of the laboratory tests and numerical simulations, close relations between the time-dependent behaviors were revealed quantitatively.
引用
收藏
页码:2569 / 2580
页数:11
相关论文
共 129 条
[1]  
Brace WF(1971)Comparison of uniaxial deformation in shock and static loading of three rocks J Geophys Res 76 4913-4921
[2]  
Jones AH(1968)A test of the law of effective stress for crystalline rocks of low porosity Int J Rock Mech Min Sci 5 415-426
[3]  
Brace WF(1998)Pore pressure transients, strain and acoustic emission activity during creep in Inada granite Int J Rock Mech Min Sci 35 135-146
[4]  
Martin RJ(2003)Strain-rate dependency of the dynamic tensile strength of rock Int J Rock Mech Min Sci 40 763-777
[5]  
Carlson SR(2008)Observation of time-dependent local deformation of crystalline rocks using a confocal laser scanning microscope Int J Rock Mech Min Sci 45 431-441
[6]  
Nishizawa O(1974)Viscoelastic behavior of geologic materials under tensile stress Trans Soc Min Eng AIME 256 259-264
[7]  
Satoh T(1966)Experimental criteria for classification of rock substances Int J Rock Mech Min Sci 3 181-189
[8]  
Kusunose K(1999)Circumferential strain behavior during creep tests of brittle rocks Int J Rock Mech Min Sci 36 323-337
[9]  
Cho SH(1976)Static and dynamic fracture strength of Barre granite Int J Rock Mech Min Sci Geomech Abstr 13 303-309
[10]  
Ogata Y(2015)Index of loading-rate dependency of rock strength Rock Mech Rock Eng 48 859-865