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天山天池堆积坝体结构及大小锅底坑老崩塌-老滑坡发育阶段探讨
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作者 尚彦军 伊学涛 +5 位作者 muhammad hasan 崔振东 贺强 何香兰 曹远远 Jin Weijun 《新疆地质》 CAS CSCD 2022年第4期495-501,共7页
虽对天山天池冰碛-崩塌-滑坡综合成因已形成共识,但对堆积坝体结构及地质构造控制的老崩塌-老滑坡位置及形成过程尚不明晰。在前人研究基础上,采用现场地质调查、钻探资料分析等方法圈出构造格架;在平行和垂直坝体轴线方向上利用高密度... 虽对天山天池冰碛-崩塌-滑坡综合成因已形成共识,但对堆积坝体结构及地质构造控制的老崩塌-老滑坡位置及形成过程尚不明晰。在前人研究基础上,采用现场地质调查、钻探资料分析等方法圈出构造格架;在平行和垂直坝体轴线方向上利用高密度电法开展坝体电性结构探测,给出地质解释剖面。结合遥感影像变化,分析大小锅底坑反映的全新世发生的老崩塌和老滑坡两阶段发育特征。认为老滑坡北侧缘F2断层为控制边界,显露梳妆镜为分析滑坡运动的重要线索;末次冰期冰碛物后的崩塌和滑坡运动与堆积物,填塞淤埋天池原古河道并将泄洪道推向右岸形成现在的天池坝体形态;原古河道在电性结构剖面上显示低阻带,为西小天池源头泉水集中排泄区;靠近湖岸的断层F1起稳定湖水位的阻水作用。该结果可望对天池形成演化、堆积坝体稳定性分析和保护提供一定参考。 展开更多
关键词 天池 滑坡 堰塞坝 块石统计 高密度电法 断层
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Investigation of fractured rock aquifer in South China using electrical resistivity tomography and self-potential methods 被引量:5
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作者 muhammad hasan SHANG Yan-jun +1 位作者 JIN Wei-jun Gulraiz AKHTER 《Journal of Mountain Science》 SCIE CSCD 2019年第4期850-869,共20页
Assessment of fractured rock aquifers in many parts of the world is complicated given their strong heterogeneity. Delineation of the subsurface geological formation in the weathered terrain is essential for groundwate... Assessment of fractured rock aquifers in many parts of the world is complicated given their strong heterogeneity. Delineation of the subsurface geological formation in the weathered terrain is essential for groundwater exploration. To achieve this goal, 2D electrical resistivity tomography(ERT) and self-potential(SP) in combination with joint profile method(JPM) and boreholes have been carried out to delineate the subsurface geological units, detect the fracture/fault zones in hard rock, monitor the groundwater flow, and estimate the groundwater reserves contained within the weathered terrain at a complex heterogeneous site of Huangbu, South Guangdong of China. The integration of resistivity images with the borehole lithology along three profiles delineates three subsurface distinct layers namely topsoil cover, weathered and unweathered layers. The incorporation of ERT and SP with JPM reveal five fractures/faults, i.e., F_1, F_2, F_3, F_4 and F_5. 2D ERT models interpret the less resistive anomalies as the fractures/faults zones, and high resistive anomalies as the fresh bedrock. The inversion program based on the smoothness-constraint is used on the resistivity field data to get more realistic three layered model. SP measurements are obtained along the same electrical profiles which provide the negative anomalies clearly indicating the groundwater preferential flow pathways along the fracture/fault zones. Hydraulic parameters namely hydraulic conductivity and transmissivity were determined to estimate the groundwater resources contained within the fractures/faults. The integrated results suggest that the fractures/faults zones are most appropriate places of drilling for groundwater exploration in the investigated area. Geophysical methods coupled with the upfront borehole data provides better understanding about the conceptual model of the subsurface geological formations. The current investigation demonstrates the importance of the integrated geophysical methods as a complementary approach for groundwater assessment in the hard rock weathered areas. 展开更多
关键词 Electrical RESISTIVITY tomography SELF-POTENTIAL Groundwater flow HARD rock HETEROGENEITY Hydraulic parameters
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Determination of rock mass integrity coefficient using a non-invasive geophysical approach 被引量:3
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作者 muhammad hasan Yanjun Shang +2 位作者 Xuetao Yi Peng Shao Meng He 《Journal of Rock Mechanics and Geotechnical Engineering》 SCIE CSCD 2023年第6期1426-1440,共15页
Determination of rock mechanical parameters is the most important step in rock mass quality evaluation and has significant impacts on geotechnical engineering practice.Rock mass integrity coefficient(KV)is one of the ... Determination of rock mechanical parameters is the most important step in rock mass quality evaluation and has significant impacts on geotechnical engineering practice.Rock mass integrity coefficient(KV)is one of the most efficient parameters,which is conventionally determined from boreholes.Such approaches,however,are time-consuming and expensive,offer low data coverage of point measurements,require heavy equipment,and are hardly conducted in steep topographic sites.Hence,borehole approaches cannot assess the subsurface thoroughly for rock mass quality evaluation.Alternatively,use of geophysical methods is non-invasive,rapid and economical.The proposed geophysical approach makes useful empirical correlation between geophysical and geotechnical parameters.We evaluated the rock mass quality via integration between KV measured from the limited boreholes and inverted resistivity obtained from electrical resistivity tomography(ERT).The borehole-ERT correlation provided KV along various geophysical profiles for more detailed 2D/3D(two-/three-dimensional)mapping of rock mass quality.The subsurface was thoroughly evaluated for rock masses with different engineering qualities,including highly weathered rock,semi-weathered rock,and fresh rock.Furthermore,ERT was integrated with induced polarization(IP)to resolve the uncertainty caused by water/clay content.Our results show that the proposed method,compared with the conventional approaches,can reduce the ambiguities caused by inadequate data,and give more accurate insights into the subsurface for rock mass quality evaluation. 展开更多
关键词 Geotechnical engineering Rock mass integrity coefficient Rock mechanical parameters Geophysical parameters Electrical resistivity tomography(ERT) Induced polarization(IP)
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