DAMAGE STRENGTH DETERMINATION OF MARBLE AND ITS PARAMETERS EVALUATION BASED ON DAMAGE CONTROL TEST
WANG Bin1,ZHU Jiebing1,YAN Peng2,HUANG Shuling1,WU Aiqing1
(1. Key Laboratory of Geotechnical Mechanics and Engineering of Ministry of Water Resources,Yangtze River Scientific Research Institute,Wuhan,Hubei 430010,China;2. State Key Laboratory of Water Resources and Hydropower Engineering Science,Wuhan
University,Wuhan,Hubei 430072,China)
Abstract:In order to obtain the reliable damage strength and the evolution regulation,an experimental scheme of synchronic testing of stress-strain curves,AE activity and velocity of P wave is proposed and carried out. Compared with the results from three different methods,besides AE and P velocity testing method,the characteristic strengths can be objectively obtained from stress-volumetric strain (including crack volumetric strain) curves. By defining the irreversibly accumulative crack strain as damage parameter from loading and unloading volumetric curves,the characteristic strength and deformational modulus evolvement process are obtained based on damage-controlled testing. The results show that the deformation modulus,crack-damage strength and peak strength are all decreasing with damage growing;however,once the damage reach to a certain degree,the damage strength promptly decrease earlier than peak strength,and the peak strength keeping on increasing with damage growing and then decreasing gradually. By further analysis,the internal friction angle and cohesion evolvement law during failure process are discovered,that is,cohesion decreases rapidly with damage growing and reach to residual;but internal friction angle experiences increasing firstly then decreasing slowly,among which the increasing period happens to the moment of most cohesion loss. All the experimental results play a significantly theoretic role in discovering the failure mechanism of brittle rock.
汪 斌1,朱杰兵1,严 鹏2,黄书岭1,邬爱清1. 大理岩损伤强度的识别及基于损伤控制的参数演化规律[J]. 岩石力学与工程学报, 2012, 31(s2): 3967-3973.
WANG Bin1,ZHU Jiebing1,YAN Peng2,HUANG Shuling1,WU Aiqing1. DAMAGE STRENGTH DETERMINATION OF MARBLE AND ITS PARAMETERS EVALUATION BASED ON DAMAGE CONTROL TEST. , 2012, 31(s2): 3967-3973.
MARTIN C D. Seventeenth cohesion loss and stress Canadian geotechnical colloquium:the effect of path on brittle rock strong[J]. Canadian Geotechnical Journal,1997,34(5):698-725.
Your browse does not support frame! " target="_blank">
[5]
CAI M,KAISER P K,TASAKA Y M,et al. Generalized crack initiation and crack damage stress thresholds of brittle rock masses near underground excavations[J]. International Journal of Rock Mechanics and Mining Sciences,2004,41(5):833-847.
胡云华. 高应力下花岗岩力学特性试验及本构模型研究[博士学位论文][D]. 武汉:中国科学院武汉岩土力学研究所,2008.(HU Yunhua. Study on mechanical properties of granites under high pressure conditions and its constitutive models[Ph. D. Thesis][D]. Wuhan:Institute of Rock and Soil Mechanics,Chinese Academy of Sciences,2008.(in Chinese))
Your browse does not support frame! " target="_blank">
[3]
FAIRHUST C. Nuclear waste disposal and rock mechanics:contribution of the Underground Research Laboratory(URL),Pinawa,Manitoba,Canada[J]. International Journal of Rock Mechanics and Mining Sciences,2004,41(7):1 221-1 227.
Your browse does not support frame! " target="_blank">
[10]
张后权,贺永年,周纪军,等. 岩石破损过程强度变化规律实测研究[J]. 岩石力学与工程学报,2010,29(增1):3 273-3 279.(ZHANG Houquan,HE Yongnian,ZHOU Jijun,et al. Experimental study of strength evolution laws in rock failure process[J]. Chinese Journal of Rock Mechanics and Engineering,2010,29(Supp.1):3 273-3 279.(in Chinese))
Your browse does not support frame! " target="_blank">
[9]
黄书岭. 高应力下脆性岩石的力学模型与工程应用研究[博士学位论文][D]. 武汉:中国科学院武汉岩土力学研究所,2008.(HUANG Shuling. Study on mechanical model of brittle rock under high stress condition and its engineering[Ph. D. Thesis][D]. Wuhan:Institute of Rock and Soil Mechanics,Chinese Academy of Sciences,2008.(in Chinese))
Your browse does not support frame! " target="_blank">