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Geophysical exploration of karst development characteristics in bridge site of the alpine gorge area |
LU Ze-Feng1,2 |
1. Nonferrous Metal East China Geological Exploration Bureau of Jiangsu Province,Nanjing 210007,China 2. Nanjing Survey Engineering Co., Ltd.,Nanjing 210007,China |
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Abstract Karst development characteristics such as depth, fillings and distribution direction are key questions during geophysical survey of bridge site in Alpine gorge area. Satisfactory information of geophysical survey is not available due to influences of weathering,rock,groundwater and topography.In order to improve efficiency of geophysical exploration, shallow seismic method, audio frequency magnetotelluric method and symmetric four-pole sounding method are used for raising geophysical exploration efficiency. As a result, exploration accuracy is improved in turn, and content of exploration is verified by each other. Characteristics of apparent, macroscopic and microcosmic Karst development are obtained.Method of geophysical comprehensive exploration mentioned above can provide reference for similar projects.
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Received: 27 April 2020
Published: 01 March 2021
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General layout of bridge
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地层 | 岩性特征 | 第四系(Q) | 残坡积层,红黏土,含碎块石,厚度0~7 m | 三叠系上统把南组(T3b) | 石英砂岩、泥质砂岩与泥岩呈不等厚互层,厚120 m | 三叠系上统赖石科组(T3ls) | 泥岩、钙质泥岩、砂质泥岩、岩屑粉砂岩不等厚互层,厚180 m | 三叠系中统竹杆坡组第三段(T2z3) | 砂质灰岩,块状构造,坚硬岩,厚105 m | 三叠系中统竹杆坡组第二段(T2z2) | 泥灰岩,层状构造,厚120 m | 三叠系中统竹杆坡组第一段(T2z1) | 泥晶灰岩,单层厚度稳定在10~25 cm之间,厚155 m | 三叠系中统杨柳井组(T2y) | 白云岩、角砾状白云岩和白云质灰岩,厚500 m |
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Stratigraphic table of bridge site
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岩土层 | vp /(m·s-1) | ρ /(Ω·m) | 备注 | 第四系土层及 强风化岩 | 398~888 | 33.8 | 底界面反射层T1 | 弱风化砂质灰岩 | 2975 | 1025 | 底界面反射层T2 | 弱风化泥灰岩 | 1757 | 784 | 底界面反射层T2 | 弱风化泥晶灰岩 | 2147 | 1584 | 底界面反射层T2 | 弱风化白云岩 | | 3922 | 底界面反射层T2 |
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Velocity and resistivity of rock and soil layers
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Time profile of shallow seismic exploration
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Explanatory chart of audio-frequency magneto telluric method,symmetric four-pole sounding method and geological profile
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物探 点号 | ρ强风化层 /(Ω·m) | 界面深 度/m | ρ弱风化层 /(Ω·m) | 异常状况 | 316 | 30 | 30 | 833 | AB/2=40 m前呈 锯齿状,岩溶发育 | 292 | 50 | 6 | 350 | AB/2=15~40 m,岩溶发育 | 268 | 35 | 6.2 | 283 | AB/2=40~65 m,岩溶发育 | 258 | 50 | 7.8 | 377 | | 246 | 48 | 4.5 | 300.0 | AB/22=4~40 m,岩溶发育 | 226 | 45 | 7.0 | 618.0 | AB/2=40~65 m,岩溶发育 | 216 | 30 | 3.0 | 200.0 | AB/2=15~25 m,岩溶发育 | 208 | 65 | 4 | 250.0 | AB/2=40~65 m,岩溶发育 | 192 | 50 | 2.5 | 250.0 | AB/2=4~40 m,岩溶发育 | 171 | | <1.5 | 557 | AB/2=9~40 m,岩溶发育 | 160 | | <1.5 | 80~300 | AB/2=9~40 m,岩溶发育 | 146 | | <1.5 | 100~200 | 基岩破碎 |
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Interpretation results of electric sounding
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物探 点号 | 宽度 /m | 深度 /m | 备注 | 324~328 | 10 | 40 | ZK4在8.04~18.64 m、23.24~24.36 m、41.4~41.7 m见溶隙 | 294~298 | 10 | 40 | 电测深解释岩溶发育 | 264~270 | 12.5 | 35~50 | ZK3在16.7~18.3 m、29.8~30.8见溶洞 | 249~254 | 12.5 | 35~50 | 电测深解释岩溶发育 | 240~245 | 12.5 | 35~50 | ZK2在1.5~3.8 m、7.92~11.24 m、17.31~17.66 m、18.55~18.90 m、32.04~36.95 m见多层溶洞或溶隙 | 204~209 | 12.5 | 35~50 | ZK1在21.9~23.0 m、27.8~28.9 m、30~32.3 m见溶洞 | 168~171 | 17.5 | 9~40 | 电测深解释岩溶发育 | 158~162 | 10 | 9~40 | 电测深解释岩溶发育 |
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Comprehensive interpretation results of Karst development
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