Experimental study on acoustic propagation spectrum characteristics of rocks under high water pressure and high stress
JIN Jiefang1，HUANG Fangbo2，ZHAO Kangyan1，WANG Yu1，FANG Lixing1
(1. School of Civil and Surveying Engineering，Jiangxi University of Science and Technology，Ganzhou，Jiangxi 341000，China；2. School of Resources and Environment Engineering，Jiangxi University of Science and Technology，
Ganzhou，Jiangxi 341000，China)
Abstract：The deep rock mass is in the environment of high water pressure and high ground stress，and its damage evolution characteristics are affected by the occurrence environment. Acoustic wave is widely used to characterize the damage cumulative evolution degree of rocks. In order to study the rule and attenuation mechanism of acoustic wave propagation of rocks under high water pressure and high stress，based on a self-developed high water pressure and high stress rock acoustic wave testing system，6 water pressure and 5 axial static stress levels were set to simulate the deep engineering environment，and acoustic wave propagation tests were carried out on red sandstone and limestone with large porosity differences. The selection method of the head wave was determined and the head wave was analyzed by the Fourier transform. The frequency domain transmission coefficient was defined，and the variation rules of the transmission coefficient，the centroid frequency and the quality factor were analyzed. The relationship between the wave impedance and the quality factor was explored and the empirical models of rocks frequency-domain attenuation were built. The empirical models of rock frequency-domain attenuation were built. The results show that the acoustic spectrum area and transmission coefficient of red sandstone firstly increase and then decrease with the increase of the water pressure，and the water pressure and transmission coefficient have Gaussian function relationship. While the two parameters of limestone first increase then change slightly with the increase of the water pressure. The transmission coefficient of two kinds of rocks both increase first and then decrease with the increase of the axial static stress. With the increase of water pressure，the centroid frequency of red sandstone decreases linearlyand the“frequency drift”phenomenon appears，while that of limestone increases first and then decreases slowly. With the increase of axial static stress，the centroid frequency of different rocks first increase and then decrease. With the increase of water pressure，the quality factors of the two rocks first increase rapidly and then decrease，but the degree of decrease are different，the red sandstone decreases significantly，and the limestone decreases slightly. When the red sandstone and limestone are in the compaction stage，the quality factor increases，and when the rocks reach the damage stage，the quality factor decreases. The research results provide a theoretical basis for exploring acoustic research methods of rock damage evolution under deep high water pressure environment.
金解放1，黄方博2，赵康艳1，王 宇1，方立兴1. 高水压高应力岩石声波传播频域特性试验研究[J]. 岩石力学与工程学报, 2024, 43(6): 1316-1334.
JIN Jiefang1，HUANG Fangbo2，ZHAO Kangyan1，WANG Yu1，FANG Lixing1. Experimental study on acoustic propagation spectrum characteristics of rocks under high water pressure and high stress. , 2024, 43(6): 1316-1334.
[1] 李术才，许振浩，黄 鑫，等. 隧道突水突泥致灾构造分类、地质判识、孕灾模式与典型案例分析[J]. 岩石力学与工程学报，2018，37(5)：1 041–1 069.(LI Shucai，XU Zhenhao，HUANG Xin，et al. Classification，geological identification，hazard mode and typical case studies of hazard-causing structures for water and mud inrush in tunnels[J]. Chinese Journal of Rock Mechanics and Engineering，2018，37(5)：1 041–1 069.(in Chinese))
[2] 何满潮. 深部软岩工程的研究进展与挑战[J]. 煤炭学报，2014，39(8)：1 409–1 417.(HE Manchao. Progress and challenges of soft rock engineering in depth[J]. Journal of China Coal Society，2014，39(8)：1 409–1 417.(in Chinese))
[3] 薛翊国，孔凡猛，杨为民，等. 川藏铁路沿线主要不良地质条件与工程地质问题[J]. 岩石力学与工程学报，2020，39(3)：445–468.(XUE Yiguo，KONG Fanmeng，YANG Weimin，et al. Main unfavorable geological conditions and engineering geological problems along Sichuan—Tibet railway[J]. Chinese Journal of Rock Mechanics and Engineering，2020，39(3)：445–468.(in Chinese))
[4] 邓 涛，韩文峰，保翰章. 饱水大理岩的波速变化特性研究[J]. 岩石力学与工程学报，2000，19(6)：762–765.(DENG Tao，HAN Wenfeng，BAO Hanzhang. On the characteristics of wave velocity variations for marbles saturated in water[J]. Chinese Journal of Rock Mechanics and Engineering，2000，19(6)：762–765.(in Chinese))
[5] 邓华锋，原先凡，李建林，等. 饱水度对砂岩纵波波速及强度影响的试验研究[J]. 岩石力学与工程学报，2013，32(8)：1 625–1 631. (DENG Huafeng，YUAN Xianfan，LI Jianlin，et al. Experimental research on influence of saturation degree on sandstone longitudinal wave velocity and strength[J]. Chinese Journal of Rock Mechanics and Engineering，2013，32(8)：1 625–1 631.(in Chinese))
[6] 杨为民，宋 杰，刘 斌，等. 饱水过程中类岩石材料波速和电阻率变化规律及其相互关系试验研究[J]. 岩石力学与工程学报，2015，34(4)：703–712.(YANG Weimin，SONG Jie，LIU Bin，et al. Experimental research on wave velocity and electrical Resistivity of rock-like material during Saturation process[J]. Chinese Journal of Rock Mechanics and Engineering，2015，34(4)：703–712.(in Chinese))
[7] 贾海梁，王 婷，项 伟，等. 含水率对泥质粉砂岩物理力学性质影响的规律与机制[J]. 岩石力学与工程学报，2018，37(7)：1 618–1 628.(JIA Hailiang，WANG Ting，XIANG Wei，et al. The law and mechanism of the influence of water content on the physical and mechanical properties of argillaceous siltstone[J]. Chinese Journal of Rock Mechanics and Engineering，2018，37(7)：1 618–1 628.(in Chinese))
[8] 李民龙，刘浩杰，杨宏伟，等. 跨频段岩石波速及频散的实验研究[J]. 石油地球物理勘探，2020，55(2)：373–378.(LI Minlong，LIU Haojie，YANG Hongwei，et al. Experimental study on cross-frequency wave velocity and dispersion in rocks[J]. Oil Geophysical Prospecting，2020，55(2)：373–378.(in Chinese))
[9] 王 刚，李胜鹏，刘义鑫，等. 真三轴下注水条件对煤体超声波传播特性影响规律的研究[J]. 岩石力学与工程学报，2022，41(11)：2 225–2 239.(WANG Gang，LI Shengpeng，LIU Yixin，et al. Influence of water injection on ultrasonic propagation characteristics of coal under true triaxial stress[J]. Chinese Journal of Rock Mechanics and Engineering，2022，41(11)：2 225–2 239.(in Chinese))
[10] HORIKAWA T，KATSURA M，YOKOTA T，et al. Effects of pore water distributions on P-wave velocity-water saturation relations in partially saturated sandstones[J]. Geophysical Journal International，2021，226(3)：1 558–1 573.
[11] 张国凯，李海波，夏 祥，等. 单轴加载条件下花岗岩声发射及波传播特性研究[J]. 岩石力学与工程学报，2017，36(5)：1 133–1 144. (ZHANG Guokai，LI Haibo，XIA Xiang，et al. Experiment study on acoustic emission and wave propagation in granite under uniaxial compression[J]. Chinese Journal of Rock Mechanics and Engineering，2017，36(5)：1 133–1 144.(in Chinese))
[12] 朱洪林，陈 乔，徐小虎，等. 白云岩受压声学特性及其在裂缝研究中的应用. 力学学报，2019，51(3)：949–960.(ZHU Honglin，CHEN Qiao，XU Xiaohu，et al. The acoustic characteristics of dolomite under compression and its application in the crack research[J]. Chinese Journal of Theoretical and Applied Mechanics，2019，51(3)：949–960.(in Chinese))
[13] 贾 蓬，祝鹏程，李 博，等. 单轴压缩过程中岩石的实时超声波特性[J]. 中南大学学报：自然科学版，2022，53(10)：3 967–3 977. (JIA Peng，ZHU Pengcheng，LI Bo，et al. Characteristics of real-time ultrasonic wave during uniaxial compression of rock[J]. Journal of Central South University：Science and Technology，2022，53(10)：3 967–3 977.(in Chinese))
[14] BEST A I，MCCANN C，SOTHCOTT J. The relationships between the velocities，attenuations and petrophysical properties of reservoir sedimentary rocks[J]. Geophysical Prospecting，1994，42(2)：151–178.
[15] 王让甲. 声波岩石分级和岩石动弹性力学参数的分析研究[M]. 北京：地质出版社，1997：47–57.(WANG Rangjia. Study of the acoustic classification of rocks and dynamic-elastic mechanical parameters of rocks[M]. Beijing：Geological Publishing House，1997：47–57.(in Chinese))
[16] 周治国，朱合华，陈 伟. 饱水岩样声波传播规律的试验研究[J]. 岩石力学与工程学报，2006，25(5)：911–917.(ZHOU Zhiguo，ZHU Hehua，CHEN Wei. Experimental study on acoustic wave propagation character of water saturated rock samples[J]. Chinese Journal of Rock Mechanics and Engineering，2006，25(5)：911–917.(in Chinese))
[17] 陈 旭，俞 缙，李 宏，等. 不同岩性及含水率的岩石声波传播规律试验研究[J]. 岩土力学，2013，34(9)：2 527–2 533.(CHEN Xu，YU Jin，LI Hong，et al. Experimental study of propagation characteristics of acoustic wave in rocks with different lithologies and water contents[J]. Rock and Soil Mechanics，2013，34(9)：2 527–2 533.(in Chinese))
[18] 王云刚，李满贵，陈兵兵，等. 干燥及饱和含水煤样超声波特征的实验研究[J]. 煤炭学报，2015，40(10)：2 445–2 450.(WANG Yungang，LI Mangui，CHEN Bingbing，et al. Experimental study on ultrasonic wave characteristics of coal samples under dry and water saturated conditions[J]. Journal of China Coal Society，2015，40(10)：2 445–2 450.(in Chinese))
[19] 李 楠，张 新，王达轩，等. 煤样吸水全过程纵波波速变化规律及波形特征实验研究[J]. 岩石力学与工程学报，2017，36(8)：1 921–1 929.(LI Nan，ZHANG Xin，WANG Daxuan，et al. Experimental study on the variation of P-wave velocity and waveform characteristics during the whole process of water absorption of coal samples[J]. Chinese Journal of Rock Mechanics and Engineering，2017，36(8)：1 921–1 929.(in Chinese))
[20] WINKLER K，NUR A. Seismic attenuation：Effects of pore fluids and frictional-sliding[J]. Geophysics，1982，47(1)：1–15.
[21] KJARTANSSON E. Constant Q-wave propagation and attenuation[J]. Journal of Geophysical Research：Solid Earth，1979，84(B9)：4 737–4 748.
[22] TONN R. The determination of the seismic quality factor Q from VSP Data：acomparison of different computational methods[J]. Geophysical Prospecting，1991，39(1)：1–27.
[23] QUAN Y L，HARRIS J M. Seismic attenuation tomography using the frequency shift method[J]. Geophysics，1997，62(3)：895–905.
[24] 黄政宇，黄 靓，缪 仑. 混凝土超声波幅值衰减层析成像研究[J]. 铁道科学与工程学报，2004，1(2)：35–38.(HUANG Zhengyu，HUANG Liang，MIU Lun. Study on computerized tomography of ultrasonic attenuation for concrete[J]. Journal of Railway Science and Engineering，2004，1(2)：35–38.(in Chinese))
[25] HUANG X L，QI S，GUO S，et al. Experimental study of ultrasonic waves propagating through a rock mass with a single joint and multiple parallel joints[J]. Rock Mechanics and Rock Engineering，2014，47(2)：549–559.
[26] 陈至豪，王立德，王 冲，等. 基于组合余弦优化窗四谱线插值FFT的电力谐波分析方法[J]. 电网技术，2020，44(3)：1 105–1 113. (CHEN Zhihao，WANG Lide，WANG Chong，et al. An approach for electrical harmonic analysis based on optimized composite Cosine window four?spectrum?line interpolation FFT[J]. Power System Technology，2020，44(3)：1 105–1 113.(in Chinese))
[27] YANG H，DUAN H F，ZHU J B. Ultrasonic P-wave propagation through water-filled rock joint：An experimental investigation[J]. Journal of Applied Geophysics，2019，169：1–14.
[28] 金解放，程 昀，昌晓旭，等. 轴向静载对红砂岩中应力波传播特性的影响试验研究[J]. 岩石力学与工程学报，2017，36(8)：1 939–1 950.(JIN Jiefang，CHENG Yun，CHANG Xiaoxu，et al. Experimental study on stress wave propagation characteristics in red sandstone under axial static stress[J]. Chinese Journal of Rock Mechanics and Engineering，2017，36(8)：1 939–1 950.(in Chinese))
[29] CAI M，KAISER P K，MORIOKA H，et al. FLAC/PFC coupled numerical simulation of AE in large-scale underground excavations[J]. International Journal of Rock Mechanics and Mining Sciences，2007，44(4)：550–564.
[30] 张建利，王 赟，张玉贵. 横波偏振方法在煤样超声测量实验中的应用[J]. 煤炭学报，2013，38(7)：1 220–1 226.(ZHANG Jianli，WANG Yun，ZHANG Yugui. Application of shear wave polarization method in ultrasonic measurement of coal samples[J]. Journal of China Coal Society，2013，38(7)：1 220–1 226.(in Chinese))
[31] 朱广生，桂志先，熊新斌，等. 密度与纵横波速度关系[J]. 地球物理学报，1995，38(增1)：260–264.(ZHU Guangsheng，GUI Zhixian，XIONG Xinbin，et al. Relationships between density and P-wave，S-wave velocities[J]. China Journal of Geophysics，1995，38(Supp.1)：260–264.(in Chinese))
2024, Vol. 43 
