首页|滇中引水隧洞工程典型致灾地质体雷达波场与时-频特性分析与应用

滇中引水隧洞工程典型致灾地质体雷达波场与时-频特性分析与应用

扫码查看
滇中引水隧洞工程致灾地质体复杂多样,极大增加超前探测结果解译难度.为此,基于致灾地质体分布特征和电性参数特征,分别建立充填不同介质的溶洞、含水体及软岩3种典型致灾地质体理论模型,采用时域有限差分正演和基于S变换改进的广义S变换,开展雷达波场数值模拟和时-频特性研究.雷达波场特征为:溶洞顶界面出现弧形反射,且充水溶洞振幅能量强于充气溶洞振幅能量;在含水体发育区域,出现多条水平状强振幅反射同相轴;在软岩发育区域,软岩顶、底界面呈水平强振幅反射;含水溶洞、含水体及软岩的顶界面反射波均会出现相位反转现象.雷达信号时-频特性为:当信号经过溶洞和含水体发育区域时,其中心频率集中在某一低频范围内;当信号经过软岩发育区域时,其中心频率分布较为分散,在高频和低频区间均有分布.依据滇中引水工程4个成功探测实例,通过分析雷达实测信号的波场、时-频分布、单道信号和功率谱衰减特征,与其相应数值模拟结果特征基本一致,证实数值模拟结果的可靠性.研究结果为隧洞典型致灾地质体探测、特征识别与防治处理提供了科学依据,具有重要理论意义和工程应用价值.
Application and analysis of wave-field and time-frequency characteristics of typical disaster-causing geological bodies detected by ground penetrating radar in the tunnel of Central Yunnan Water Diversion Project
The complexity and variety of disaster-causing geologic bodies in the tunnel of the Central Yunnan Water Diversion Project greatly increase the difficulty of interpreting the results of advanced detection.For this reason,based on the distribution characteristics and electrical parameters of the disaster-causing geological bodies,this paper establishes the theoretical models of three typical disaster-causing geological bodies,namely,caves filled with different media,water bodies,and soft-rocks,and then carries out the numerical simulation of the ground penetrating radar wave field and the research of time-frequency characteristics by adopting time-domain finite-difference forward modeling and the generalized S-transform improved based on S-transform.The ground-penetrating-radar wave-field is characterized by the following:arc-shaped reflection at the top interface of the karst cave,and the amplitude energy of water-filled karst cave is stronger than the air-filled karst cave;in the area of the water-bearing,there are several horizontal strong amplitude reflection events;in the area of the soft-rock,there are horizontal strong amplitude reflections on the interface of the soft-rock top and bottom;and the reflected waves from the top interfaces of water-filled caves,water-bearing bodies,and soft-rocks will have the phenomenon of phase reversal.The time-frequency characteristics of the ground penetrating radar signal are as follows:when the signal passes through the areas of the karst caves and water-bearing,its central frequency is concentrated in a low-frequency range;When the signal passes through the area of the soft-rocks,its central frequency distribution is more dispersed,and it is distributed in both high-frequency and low-frequency range.Based on four successful detection cases of the Central Yunnan Water Diversion Project,the wave-field,time-frequency distribution,single-trace signal,and power spectrum attenuation characteristics of ground penetrating radar real signals are consistent with their corresponding numerical simulation results,which confirms the reliability of numerical simulation results.The results of the study provide a scientific basis for the detection,feature identification,and prevention of typical disaster-causing geological bodies in tunnels,which is of great theoretical significance and engineering application value.

tunnel engineeringtunnel advance forecastground penetrating radartypical geological bodies causing disastersnumerical simulationtime-frequency analysispower spectrum attenuation

周黎明、张杨、付代光、夏波

展开 >

长江科学院水利部岩土力学与工程重点实验室,湖北武汉 430010

隧道工程 隧洞超前探测 GPR 典型致灾地质体 数值模拟 时-频分析 功率谱衰减

2024

岩石力学与工程学报
中国岩石力学与工程学会

岩石力学与工程学报

CSTPCD北大核心
影响因子:2.589
ISSN:1000-6915
年,卷(期):2024.43(z2)