Geophysical characteristics and geological interpretation of karst strata
-
摘要: 为查明某水利枢纽工程区域岩溶发育特征,对云南省某水利工程测区开展了以瞬变电磁法和微动探测为主的物探测试工作。测试结果表明:岩溶作用会造成可溶岩地层物性分布的不均匀性;工程区域岩溶发育受岩体结构面和岩性分布影响显著,且在垂向上表现出成层性;强风化带和构造破碎带附近往往会伴随岩溶的发育,出现大范围或者离散状的低电阻率和低波速异常,裂隙性溶蚀可能极大程度改变岩体电性参数特征,但对岩体弹性参数特征影响相对较小;岩体电性和弹性参数的离散系数可用来表征岩体的抗溶蚀风化能力及岩溶的发育程度,结合其物性参数大小和分布特征,可有效分析岩溶发育情况及其充填物性质。Abstract: To investigate the karst development characteristics in a water conservancy project area in Yunnan Province, a geophysical survey using transient electromagnetic and microtremor detection methods has been conducted. Analysis of the survey data shows that karstification can cause inhomogeneity of the physical properties in carbonate strata; the karst development in the engineering area is significantly affected by the structural plane and lithology distribution of the rock and it shows a certain layering in the vertical direction. The strong weathering zone and the fracture zone is often accompanied by the development of karst with the presence of large scale or discrete low resistivity and low wave velocity anomalies. Erosion along fractures can change the electrical parameters of the rock to a very large extent, but the impact on its elastic parameters is relatively low. The discrete coefficients of electrical and elastic parameters of rock can be used to characterize the resistance to erosion and weathering of rock mass as well as the degree of karst development. In combination with the magnitude and distribution of physical properties of rock, these coefficients can effectively help to analyze the karst development and nature of its filling material.
-
Key words:
- karst /
- geophysical characteristics /
- discrete coefficient /
- crack dissolution /
- structure /
- resistivity
-
[1] 袁道先.新形势下我国岩溶研究面临的机遇和挑战平[J].中国岩溶,2009,28(4):329-331. [2] 米健,唐运刚.岩溶的形成机理分析及工程实践[J].中国岩溶,2010,24(5):589-592. [3] 樊连杰,裴建国,邹胜章,等.重庆市南川区南部岩溶地下水水文地球化学特征[J].中国岩溶,2017,36(5):697-703. [4] 杨秀丽,罗维,裴建国,等.贵阳市岩溶地下水水质变化特征浅析[J].中国岩溶,2017,36(5):713-720. [5] 冯志刚,王世杰,孙承兴,等.岩性不均一的灰岩风化壳发育特征:贵阳花溪剖面粒度分布特征的指示[J].中国岩溶,2003,22(3): 197-202. [6] 曹锐,冉瑜,吕玉香,等.物探与水文地质分析结合在岩溶地区找水定井中的应用:以黔江区罗家坝ZK3井为例[J].中国岩溶,2018,37(2):280-285. [7] 庄金银,黄永亮.影响岩溶发育因素的几点探讨[J].西部探矿工程,2008,20(1):127-128. [8] 武毅,孙银行,李凤哲.西南岩溶地区不同含水介质地球物理勘查技术[J].中国岩溶,2011,30(3):278-284. [9] 高建华,蔡耀军,魏岩峻,等.综合物探在南水北调中线工程岩溶探测中的应用[J].工程地球物理学报,2014,11(4):533-536. [10] 李祖能.基于Voxler平台地震波CT岩溶探测三维建模研究[J].土工基础,2018, 32(1):88-92. [11] 郑智杰,陈贻祥,甘伏平.岩溶区岩土层地球物理性质浅析:以吉利岩溶塌陷区为例[J].地球物理学进展,2016,31(2):920-927. [12] 雷宛,肖宏跃,邓一谦.工程与环境物探教程[M].北京:地质出版社,2006. [13] 王中美,杨根兰,胡良博.贵州碳酸盐岩相与岩溶地下水赋水条件关系研究[J].水文地质工程地质,2016,43(1):6-11. [14] 王宇,彭淑惠.云南省岩溶水赋存特征[J].中国岩溶,2011,30(3):235-239. [15] 尚彦军,李坤,王开洋,等.高寒山地岩溶发育特征:以云南实卡山为例[J].中国岩溶,2018,37(5):639-649.
点击查看大图
计量
- 文章访问数: 1974
- HTML浏览量: 572
- PDF下载量: 427
- 被引次数: 0