为研究轴向应力对大长径比砂岩中应力波传播特性的影响,利用动静组合加载试验装置,对砂岩进行了小扰动冲击试验,研究了轴向应力对砂岩中应力波波形、纵波波速、应力波幅值衰减规律的影响。研究表明:同一轴向应力下,不同测点的应力波波形变化不大,而轴向应力的改变对应力波波形变化影响较大;存在轴向应力时,应力波中同时出现压缩波和拉伸波,且轴向应力越大,拉伸波越长;轴向应力对纵波波速变化影响较大,波速与轴向应力呈线性变化,而与传播距离呈指数函数衰减;轴向应力对幅值变化有明显影响,随着传播距离增加,应力波起跳时间点逐渐滞后,应力波幅值呈不同程度的衰减,这与波携带的能量被砂岩中孔隙吸收程度有关。结果表明轴向应力通过改变砂岩密度进而影响了应力波传播特性。
Abstract
To study the influence of static stress on propagation characteristics of stress wave in sandstone with large length-diameter ratio, impact test of small disturbance is conducted by dynamic and static combined testing system. The variation of stress wave, P-wave velocity and stress wave amplitude attenuation under different static stresses are obtained. Research results imply that stress wave curves of different test points remain approximately the same when static stress is constant; stress wave curves vary remarkably when static stress changes. Compressional wave and tensile wave both exist in the presence of static stress, and tensile wave increases with the increase of static stress. In addition, static stress has a great impact on P-wave velocity in a linear relationship, and P-wave velocity decays exponentially with propagation distance. Moreover, static stress also has obvious influence on stress wave amplitude. With the increase of propagation distance, the jump of stress wave delays gradually and stress wave amplitude tends to attenuate as wave energy is absorbed by sandstone fractures. The results suggest that static stress affects stress wave propagation in sandstone by changing the internal pores or fractures of sandstone.
关键词
砂岩 /
轴向应力 /
应力波 /
纵波波速 /
传播特性 /
幅值衰减
Key words
sandstone /
axial static stress /
stress wave /
P-wave velocity /
propagation feature /
amplitude attenuation
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参考文献
[1] 魏晨慧, 朱万成, 白 羽, 等. 不同节理角度和地应力条件下岩石双孔爆破的数值模拟[J]. 力学学报, 2016, 48(4): 926-935.
[2] 张振国, 孙耀充, 徐建宽, 等. 2014年8月3日云南鲁甸地震强地面运动初步模拟及烈度预测[J]. 地球物理学报, 2014, 57(9): 3038-3041.
[3] 邬爱清,朱杰兵.深部岩石工程力学特性及地应力测试研究综述[J].长江科学院院报,2014,31(10):43-50.
[4] SHIN Jong-ho, MOON Hoon-gi, CHAE Sung-eun. Effect of Blast-induced Vibration on Existing Tunnels in Soft Rocks[J]. Tunnelling and Underground Space Technology, 2011, 26(1): 51-61.
[5] 李新平, 陈俊桦, 李友华, 等. 溪洛渡电站地下洞室群爆破地震效应的研究[J]. 岩石力学与工程学报, 2010, 29(3): 493-501.
[6] 俞 缙, 钱七虎, 宋博学, 等. 不同应力波穿过多条非线性变形节理时的透射特性[J]. 工程力学, 2012, 29(4): 1-6.
[7] 陈 祥, 孙进忠, 谭朝爽, 等. 岩块波速-应力关系及其卸荷效应[J]. 岩土工程学报, 2010, 32(5): 757-761.
[8] 王观石,李长洪,胡世丽,等.岩体中应力波幅值随时空衰减的关系[J].岩土力学,2010,31(11):3487-3492.
[9] 宫凤强, 李夕兵, 刘希灵, 等. 一维动静组合加载下砂岩动力学特性的试验研究[J]. 岩石力学与工程学报, 2010, 29(10):2076-2085.
[10]宫凤强, 李夕兵, 刘希灵. 三维动静组合加载下岩石力学特性试验初探[J]. 岩石力学与工程学报, 2011, 30(6):1179-1190.
[11]张清林, 孙进忠, 王海峰, 等. 岩石试块单轴加荷过程中弹性波速变化规律的试验研究[J]. 实验室科学, 2011, 14(6): 100-106.
[12]巩思园, 窦林名, 徐晓菊, 等. 冲击倾向煤岩纵波波速与应力关系试验研究[J]. 采矿与安全工程学报, 2012, 29(1): 67-71.
[13]吴 文,王贵宾,冒海军.白云岩力学强度特性的孔隙影响研究[J].岩土力学,2010,31(12):3709-3714.
[14]鞠 杨, 杨永明, 毛彦喆, 等. 孔隙介质中应力波传播机制的实验研究[J]. 中国科学E辑: 技术科学, 2009, 39(5): 904-918.
[15]李夕兵, 宫凤强, 高 科, 等. 一维动静组合加载下岩石冲击破坏试验研究[J]. 岩石力学与工程学报, 2010, 29(2): 251-260.
[16]刘少虹, 毛德兵, 齐庆新, 等. 动静加载下组合煤岩的应力波传播机制与能量耗散[J]. 煤炭学报, 2014, 39(1):15-22.
[17]NUR A, SIMMONS G. Stress-induced Velocity Anisotropy in Rock: An Experimental Study[J]. Journal of Geophysical Research, 1969, 74(27): 6667-6674.
[18]ENGELDER T, PLUMB R.Changes in In situ Ultrasonic Properties of Rock on Strain Relaxation[J]. International Journal of Rock Mechanics and Mining Sciences & Geomechanics Abstracts, 1984, 21(2): 75-82.
[19]席道瑛, 郑永来, 张 涛. 应力波在砂岩中的衰减[J]. 地震学报, 1995, 17(1): 62-67.
[20]LI X B, LOK T S, ZHAO J. Dynamic Characteristics of Granite Subjected to Intermediate Loading Rate[J]. Rock Mechanics and Rock Engineering, 2005, 38(1): 21-39.
[21]彭府华, 李庶林, 程建勇, 等. 中尺度复杂岩体应力波传播特性的微震试验研究[J]. 岩土工程学报, 2014, 36(2): 312-319.
基金
国家自然科学基金项目(51578447, 51664017); 2017年贺州学院(自然科学类)科研项目(2017ZZZK04)