富水全、强风化砂岩强度特性试验及本构关系探讨
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摘要
针对富水全、强风化砂岩的特点,进行了该砂岩的基本物理力学性质、化学成分实验,然后通过单轴、三轴压缩实验研究了爆破扰动、含水量、试样层理对砂岩应力-应变强度特性的影响。发现砂岩遇水软化,粘聚力大幅度降低,表现出显著的各向异性;爆破扰动后,岩石试样的单轴抗压强度减低,弹模减小,泊松比增大;由于砂岩具有明显的节理性,按两种方向加载所得到的岩石试样强度明显不同;根据实验所得应力-应变曲线特点,发现用修正的Duncan-Zhang模型可以很好地描述砂岩的前应力-应变曲线。
According to the feature of sandstone weathered and absorbed water heavily,the authors analyzed the physical and mechanical properties and chemical composition of the sandstone experimentally,then studied influence of blasting disturbance,water content,sample bedding on stress-strain strength characteristics through uniaxial and triaxial compression tests,and found that the sandstone would become weak in the strength when it absorbed water,and its cohesion decreased and showed significant anisotropy while friction angle was not changed.After the sandstone underwent blasting,its uniaxial compressive resistance and elastic modulus decreased,and Poisson ratio increased.As the sandstone has obvious bedding properties,the strengths of sample obtained from two different loading directions are different obviously.Based on the stress-strain curves from the triaxial tests,the authors found the stress-strain curves could be described well by the modified Duncan-Zhang model.
According to the feature of sandstone weathered and absorbed water heavily,the authors analyzed the physical and mechanical properties and chemical composition of the sandstone experimentally,then studied influence of blasting disturbance,water content,sample bedding on stress-strain strength characteristics through uniaxial and triaxial compression tests,and found that the sandstone would become weak in the strength when it absorbed water,and its cohesion decreased and showed significant anisotropy while friction angle was not changed.After the sandstone underwent blasting,its uniaxial compressive resistance and elastic modulus decreased,and Poisson ratio increased.As the sandstone has obvious bedding properties,the strengths of sample obtained from two different loading directions are different obviously.Based on the stress-strain curves from the triaxial tests,the authors found the stress-strain curves could be described well by the modified Duncan-Zhang model.
引文
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[2]大见美智人,本田彰义,青柳省吾,等.风化安山岩の化学的、物理的性质の关系につぃて[J].应用地质,1975,16(4):169-177.
[3]周维垣.高等岩石力学[M].北京:水利电力出版社,1990.
[4]沈明荣,陈建峰.岩体力学[M].上海:同济大学出版社,2006:52-55.
[5]关宝树.隧道工程设计要点集[M].北京:人民交通出版社,2003.
[6]张立新,李长洪.矽卡岩软化特性及其力学试验研究[J].现代矿业,2009(2):56-59.
[7]吴景浓.地壳岩石的渗透性状及孔隙水对岩石力学性质的影响[J].华南地震,1990,10(3):77-82.
[8]易顺民,赵文谦.单轴压缩条件下三峡坝基岩石破裂的分形特征[J].岩石力学与工程学报,1999,18(5):479-520.
[9]Duncan J M,Chang C Y,et al.Nonlinear analysis of stress andstrain in soils[J].Journal of the Soil Mechanics and FoundationDivision,ASCE,1970,96(SM5):1629-1653.
[10]Feng Weixing,Chang Shaodong,Hu Wangyi.A study of param-eter test on fine clay soil in Beijing using the model by Duncanand Chang[J].Chinese Journal of Rock Mechanics and Engi-neering,1999,18(3):327-330.
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