中等应变率加载条件下岩石的变形和力学特性研究进展及展望

梁昌玉; 李晓; 马超锋

中等应变率加载条件下岩石的变形和力学特性研究进展及展望

梁昌玉^1,2,
李晓¹,
马超锋^3,4

1.
中国科学院地质与地球物理研究所北京 100029;
2.
中国科学院研究生院北京 100049;
3.
清华大学水利水电工程系, 北京 100084;
4.
中航勘察设计研究院有限公司, 北京 100098

详细信息

作者简介:
梁昌玉,工程地质专业.Email: liangchy1987@126.com

中图分类号: TU458
计量
- 文章访问数: 3627
- HTML全文浏览量: 106
- PDF下载量: 1044
- 被引次数: 0
出版历程
- 收稿日期: 2011-05-20
- 修回日期: 2011-08-11
- 刊出日期: 2012-02-25

PROGRESS AND PROSPECTS OF RESEARCH ON DEFORMATION AND MECHANICAL PROPERTIES OF ROCK AT INTERMEDIATE STRAIN RATES

1.
Institute of Geology and Geophysics, Chinese Academy of Sciences, Beijing 100029;
2.
Graduate University of Chinese Academy of Sciences, Beijing 100049;
3.
Department of Hydraulic Engineering, Tsinghua University, Beijing 100084;
4.
AVIC Geotechnical Engineering Institute Co., Ltd., Beijing 100098

摘要

摘要: 对国内外在中等应变率加载条件下岩石的变形和力学特性的研究成果进行了总结。从中等应变率加载试验仪器研制、中等应变率条件下的压缩和拉伸试验、岩石材料在中等应变率条件下的破裂机理以及数值仿真模拟等方面进行了详细介绍。总结了已有研究工作中存在的不足和尚未解决的问题,并提出了下一步研究中需要解决的若干关键问题。
- 岩石力学 /
- 中等应变率 /
- 综述
Abstract: The results of studies on the deformation and mechanical properties of rock at intermediate strain rates at home and abroad are summarized in this paper.The development of intermediate strain rate test instruments,compression and tensile tests at intermediate strain rates,failure mechanisms of rock materials at intermediate strain rates and numerical simulation are further discussed in detail.The drawbacks and unresolved problems in the relevant studies are summed up.Finally,several key issues are needed to be solved in further studies.
- Rock mechanics /
- Intermediate strain rate /
- Review

HTML全文

参考文献(1)

[1] Zhao J,Li HB,Zhao YH.Dynamic strength tests of the Bukit Timah granite(Geotechnical Research Report NTU/GT/98-2).Singapore:Nangyang Technological University, 1998, 106～116.

[2] HB Li,J Zhao,JR Li,et al.Experimental studies on the strength of different rock types under dynamic compression[J].Int.J.Rock Mech. Min.Sci., 2004, 41 (3): 1～6.

[3] Ahmad Fahimifar,Hamed Soroush.Effect of time on the stress-strain behavior of a single rock joint[J].Bull.Eng. Geol.Env., 2005, 64 : 383～396.

[4] Kumar A,The effect of stress rate and temperature on the strength of basalt and granite[J].Geophysics, 1968; 33 (3): 501～510.

[5] Green SL,Perkins RD.Uniaxial compression tests at strain rates from 10^-4 sec^-1 to 10⁴ sec^-1 on three geological materials.Proceedings of the Tenth Symposium on Rock Mechanics, 1968, 35～54.

[6] RD Perkins and SJ Green.Uniaxial stress behavior of porphyritic tonalite at strain rates to 10³ ·sec^-1[J].Int.J.Rock Mech. Min.Sci., 1969, 7 : 527～535.

[7] Zhao J.Rock dynamics research related to cavern development for ammunition storage[J].International Journal of Tunnelling and Underground Space Technology, 1999, 14 (4): 513～526.

[8] HB Li,J Zhao,TJ Li.Micromechanical modeling of the mechanical properties of a granite under dynamic uniaxial compressive[J].Rcok Mechanics and Mining Sciences, 2000, 37 (6): 923～935.

[9] HB Li,J Zhao,TJ Li,et al.Analytical simulation of the dynamic compressive strength of a granite using the sliding crack model[J].Numerical and Analytical Methods in Geomechanics, 2001, 25 : 853～869.

[10] 李海波, 赵坚,李廷芥,等.花岗岩动三轴抗压强度的裂纹模型研究(Ⅰ)[J].岩土力学, 2002, 23 (1): 75～80.

Li Haibo,Zhao Jian,Li Tingjie,et al. Study on dynamic triaxial compressive strength of a granite using sliding crack model(Ⅰ).Rock and Soil Mechanics, 2002, 23 (1): 75～80.

[11] 李海波, 赵坚,李廷芥,等.花岗岩动三轴抗压强度的裂纹模型研究(Ⅱ)[J].岩土力学, 2002, 23 (3): 329～333.

Li Haibo,Zhao Jian,Li Tingjie,et al.Study on dynamic triaxial compressive strength of a granite using sliding crack model(Ⅱ).Rock and Soil Mechanics, 2002, 23 (3): 329～333.

[12] 李海波, 赵坚,李俊如,等.基于裂纹扩展能量平衡的花岗岩动态本构模型研究[J].岩石力学与工程学报, 2003, 22 (10): 1683～1688.

Li Haibo,Zhao Jian,Li Junru,et al.Study on cinstitutive relation of rock under dynamic compression based on energy balance during crack growth.Chinese Journal of Rock Mechanics and Engineering, 2003, 22 (10): 1683～1688.

[13] 翟越, 马国伟,赵均海,等.花岗岩在单轴冲击压缩荷载下的动态断裂分析[J].岩土工程学报, 2007, 29 (3): 385～390.

Zhai Yue,Ma Guowei,Zhao Junhai,et al.Dynamic failure analysis on granite under uniaxial impact compressive load.Chinese Journal of Geotechnical Engineering, 29 (3): 385～390.

[14] Logan JM,Handin J.Triaxial compression testing at intermediate strain rates.In:George BC ed.Dynamic Rock Mechanics., 1970, 167～194.

[15] Blanton TL.Effects of strain rates from 10^-2 to 10s^-1 in triaxial compression tests on three rocks[J].Int.J.Rock Mech. Min.Sci., 1981, 18 : 47～62.

[16] Donath FA,Fruth LS.Dependence of strain-rate effects on deformation mechanism and rock type[J].J. Geol.Soc., 1971, 79 : 343～371.

[17] 王武林.RDT-1000型岩石高压动力三轴仪的研制[J].岩土力学, 1989, 10 (2): 69～82.

Wang Wulin.The development of RDT-1000 rock high pressure triaxial instrument.Rock and Soil Mechanics, 1989, 10 (2): 69～82.

[18] 鞠庆海, 吴绵拔.混凝土动三轴破裂的实验研究.水电与矿业工程中的岩石力学问题, 1991.

Ju Qinghai,Wu Mianba.The experiment study of the dynamic triaxial fracture of concrete.Rock Mechanics Problems in Hydropower and Mining projects, 1991.

[19] 鞠庆海, 吴绵拔.岩石材料三轴压缩动力特性的试验研究[J].岩土工程学报, 1993, 15 (3): 1573～1580.

Ju Qinghai,Wu Mianba.Experimental studies of dynamic characteristic of rocks under triaxial compression.Chinese Journal of Geotechnical Engineering, 1993, 15 (3): 1573～1580.

[20] 李海波, 赵坚,李俊如,等.三轴情况下花岗岩动态力学特性的实验研究[J].爆炸与冲击, 2004, 24 (5): 0470～0474.

Li Haibo,Zhao Jian,Li Junru,et al.Triaxial compression tests of a granite.Explosion and Shock Waves, 2004, 24 (5): 470～474.

[21] 李海波, 王建伟,李俊如,等.单轴压缩下软岩的动态力学特性试验研究[J].岩土力学, 2004, 25 (1): 1～4.

Li Haibo,Wang Jianwei,Li Junru,et al.Mechanical propertier of soft rock under dynamic uniaxial compression.Rock and Soil Mechanics, 2004, 25 (1): 1～4.

[22] J Zhao,HB Li,TJ Li.Dynamic uniaxial compression tests on a granite[J].Rock Mechanics and Mining Sciences, 1999, 36 (2): 273～277.

[23] HB Li,J Zhao,TJ Li.Triaxial compression tests on a granite at different strain rates and confining pressures[J].Rock Mechanics and Mining Sciences, 1999, 36 (8): 1057～1063.

[24] XB Li,TS Lok,J Zhao.Dynamic characteristics of granite subjected to intermediate loading rate[J].Rock Mechanics and Rock Engineering, 2005, 38 (1): 21～29.

[25] Zhou Zilong,Li Xi-bing,Zuo Yujun,et al.Fractal characteristics of rock fragmentation at strain rate of 10°～10²s^-1[J].Journal of Central South University of Technology, 2006, 13 (3): 290～294.

[26] 洪亮, 李夕兵,马春德,等.岩石动态强度及其应变率敏感性的尺寸效应研究[J].岩石力学与工程学报, 2008, 27 (3): 526～533.

Hong Liang,Li Xibing,Ma Chunde,et al.Study on size effect of rock dynamic strength and strain rate sensitivity.Chinese Journal of Rock Mechanics and Engineering, 2008, 27 (3): 526～533.

[27] Zhou Zilong,Li Xibing,Zhou Yuanye.Obtaining constitutive relationship for rate-dependent rock in SHPB test[J].Rock Mech.Rock Eng., 2010, 43 (6): 697～706.

[28] 王斌, 李夕兵,尹士兵,等.饱水砂岩动态强度的SHPB实验研究[J].岩石力学与工程学报, 2010, 29 (5): 1003～1009.

Wang Bin,Li Xibing,Yin Shibing,et al.Split hopkinson pressure bar experiments on dynamic strength of water-saturated sandstone.Chinese Journal of Rock Mechanics and Engineering, 2010, 29 (5): 1003～1009.

[29] 田象燕, 高尔根,白石羽.饱和岩石的应变率效应和各向异性的机理探讨[J].岩石力学与工程学报, 2003, 22 (11): 1789～1792.

Tian Xiangyan,Gao Ergen,Bai Shiyu.Discussion about mechanism of strain-rate effect and anisotropy of saturated rocks.Chinese Journal of Rock Mechanics and Engineering, 2003, 22 (11): 1789～1792.

[30] 王瑶, 吴胜兴,周继凯,等.花岗岩动态轴向拉伸力学性能试验研究[J].岩石力学与工程学报, 2010, 29 (11): 2328～2336.

Wang Yao,Wu Shengxing,Zhou Jikai,et al.Experimental study of dynamic axial tensile mechanical properties of granite.Chinese Journal of Rock Mechanics and Engineering, 2010, 29 (11): 2328～2336.

[31] 马春德, 李夕兵,史雁平.用低周疲劳加载实现中等应变率下的岩石动态破坏的新方法[J].矿业研究与开发, 2004, 24 (1): 11～13.

Ma Chunde,Li Xibing,Shi Yanping. A new test method to achieve the dynamic rock failure with medium strain rate by low-cycle-index fatigue loading.Mining Research and Development, 2004, 24 (1): 11～13.

[32] 吴绵拔, 刘远惠.中等应变速率对岩石力学特性的影响[J].岩土力学, 1980, 1 : 51～58.

Wu Mianba,Liu Yuanhui.The effect of intermediate strain rates on mechanical properties of rock.Rock and Soil Mechanics, 1980, 1 : 51～58.

[33] Masuda K,Mizutani H,Yamada Ⅰ.Experimental study of strain-rate dependence and pressure dependence of failure properties of granite[J].J.Phys.Earth, 1987, 35 : 37～66.

[34] EZ Laitai,EJ Scott,Duncan,BJ Carter.The effect of strain rate on rock strength[J].Journal of Rock Mechanics and Rock Engnieering, 1991, 24 : 99～109.

[35] Olsson WA.The compressive strength of tuff as a function of strain rate from 10^-6 to 10³ ·s^-1[J].Int.J.Rock Mech.Min.Sci.and Geomech.Abstr., 1991, 28 (1): 115～118.

[36] Zhao J,Zhou Y X,Hefny AM,et al.Rock dynamics research related to cavern development for ammunition storage[J].Tunneling and Underground Space Technology, 1999, 14 (4): 513～526.

[37] 鞠庆海. 不同加载速率不同围压条件下混凝土的破裂判据与动态性能研究.武汉:中国武汉岩土力学研究所, 1993.

Ju Qinghai.Study on the Failure Criteria and Dynamic Properties of Concrete under Different Load Rates and Different Confining Pressure.Wuhan:Institude of Rock and Soil Mechanics, 1993.

[38] Zhao J,Li HB.Experimental determination of dynamic tensile properties of a granite[J].Int.J.Rock Mech.and Min.Sci., 2000, 37 (8): 861～866.

[39] Price DG,Knill JL.A study of the tensile strength of isotropic rocks.In: Proc.1st Congr.Int.Soci.Rock Mech.,Lisbon, 1966, 439～442.

[40] 吴绵拔, 高建光.阳泉煤的动力特性试验研究[J].煤炭学报,(3): 31～38.

Wu Mianbo,Gao Jianguang. Experimental study on dynamic properties of the Yangquan coal.Chinese Journal of Coal, 1987, 3 : 31～38.

[41] 吴绵拔, 刘远惠.龙门石灰岩动力特性试验研究[J].岩石力学与工程学报, 1996, 15 (增): 422～427.

Wu Mianbo,Liu Yuanhui.Experimental study on dynamic properties of the Longmen limestone.Chinese Journal of Rock Mechanics and Engineering, 1996, 15 (S): 422～427.

[42] Sang Ho Cho,Yuji Ogatab,Katsuhiko Kaneko.Strain-rate dependency of the dynamic tensile strength of rock[J].International Journal of Rock Mechanics & Mining Sciences, 2003, 40 : 763～777.

[43] Birkimer DL.A possible fracture criterion for the dynamic tensile strength of rock.In:Clark GB,ed.Proc.12th US Symp.Rock Mech..Baltimore,Maryland, 1971, 573～590.

[44] Shockey DA,Petersen CF,Curran DR,Rosenberg JT.Failure of rock under high rate tensile loads.In:Hardy HR Jr,Stefanko R,eds.Proc.14th Symp.Rock Mech.Penn.State Univ..Pennsylvania, 1972, 709～738.

[45] 李海波, 赵坚,李廷芥.滑移型裂纹模型在研究岩石动态单轴抗压强度中的应用[J].岩石力学与工程学报, 2001, 20 (3): 315～319.

Li Haibo,Zhao Jian,Li Tingjie.Study of dynamic uniaxial compressive strength of rock material using sliding crake model.Chinese Journal of Rock Mechanics and Engineering, 2001, 20 (3): 315～319.

[46] 李海波, 张天航,邵蔚,等.三轴压缩情况下岩石变形特征的滑移型裂纹模拟[J].岩石力学与工程学报, 2005, 24 (17): 3119～3124.

Li Haibo,Zhang Tianhang,Shao Wei,et al.Simulation of deformation behavior of rock material under triaxial compression based on sliding crack model.Chinese Journal of Rock Mechanics and Engineering, 2005, 24 (17): 3119～3124.

[47] Cai JG,Zhao J.Effects of multiple parallel fractures on apparent attenuation of stress waves in rock masses[J].Int.J.Rock Mech. Min.Sci., 2000, 37 (4): 661～682.

[48] Wang Weihua,Li Xibing,Zuo Yujun,et al.3DEC modeling on effect of joints and interlayer on waver propagation[J].Transactions of Nonferrous Metals Society of China, 2006, 16 : 728～734.

施引文献

资源附件(0)

访问统计