Geochemical evidence of an extraterrestrial component in impact melt breccia from the Paleoproterozoic Dhala impact structure,India          下载免费PDF全文

Jayanta Kumar Pati  Wen Jun Qu  Christian Koeberl  Wolf Uwe Reimold  Munmun Chakarvorty  Ralf Thomas Schmitt 《Meteoritics & planetary science》2017,52(4):722-736

The Paleoproterozoic Dhala structure with an estimated diameter of ~11 km is a confirmed complex impact structure located in the central Indian state of Madhya Pradesh in predominantly granitic basement (2.65 Ga), in the northwestern part of the Archean Bundelkhand craton. The target lithology is granitic in composition but includes a variety of meta‐supracrustal rock types. The impactites and target rocks are overlain by ~1.7 Ga sediments of the Dhala Group and the Vindhyan Supergroup. The area was cored in more than 70 locations and the subsurface lithology shows pseudotachylitic breccia, impact melt breccia, suevite, lithic breccias, and postimpact sediments. Despite extensive erosion, the Dhala structure is well preserved and displays nearly all the diagnostic microscopic shock metamorphic features. This study is aimed at identifying the presence of an impactor component in impact melt rock by analyzing the siderophile element concentrations and rhenium‐osmium isotopic compositions of four samples of impactites (three melt breccias and one lithic breccia) and two samples of target rock (a biotite granite and a mafic intrusive rock). The impact melt breccias are of granitic composition. In some samples, the siderophile elements and HREE enrichment observed are comparable to the target rock abundances. The Cr versus Ir concentrations indicate the probable admixture of approximately 0.3 wt.% of an extraterrestrial component to the impact melt breccia. The Re and Os abundances and the ¹⁸⁷Os/¹⁸⁸Os ratio of 0.133 of one melt breccia specimen confirm the presence of an extraterrestrial component, although the impactor type characterization still remains inconclusive.  相似文献   

学习《矿山环境保护与综合治理方案编制规范》之体会     

曲万隆 《山东国土资源》2008,24(11)

山东作为一个矿业大省，矿产资源种类多、分布广，开发利用程度高，为国民经济发展做出了突出贡献。但与此同时，所引发的地质灾害及环境地质问题越发凸显。2007年5月21日，国土资源部发布了《矿山环境保护与综合治理方案编制规范》（DZT／223—2007）（以下简称“规范”）。山东省国土资源厅在总结前期矿山地质环境影响评价工作经验基础上，以“鲁国土资发[2008]70号”下发《关于开展矿山地质环境保护与综合治理方案编制工作的通知》及附件《山东省矿山地质环境保护与综合治理方案编制管理办法（试行）》，  相似文献   

西昆仑山前柯深—柯东地区断裂传递型超压的识别与计算          下载免费PDF全文

王祥  王冰  马海龙  王斌  娄洪  屈洋  雷鸣  刘一锋 《地质学报》2023,97(3):888-896

西昆仑山前柯深—柯东地区断裂构造活动剧烈,在浅部地层中存在压力系数高达2.1的极高超压,对于这种超压分布特征和形成机制的研究和认识对钻井工程和油气运移研究具有十分重要的意义。综合储层实测压力、间接估算的泥岩地层压力以及超压地层岩石力学与物性的关系等资料,并结合研究区断裂发育条件和油气运移史,分析了地层压力分布特征和主控机制。结果表明,西昆仑山前柯深和柯东两地区在古近系—白垩系储层中各自形成了相对统一的异常压力系统,系统内地层压力向深部以静水压力梯度增加,储层压力大于附近泥岩压力。研究区储层压力分布特征与深部流体沿开启性断裂的向上传递密切相关。在此基础上,估算了压力传递量,并探讨了影响压力传递量的地质因素。柯深和柯东地区断裂传递增压量分别为15.0～34.0 MPa和8.1～16.5 MPa,与实测总剩余压力的比值分别为24.2%～67.2%和23.4%～53.7%。两个地区断裂传递增压量的差异主要受断裂发育及其与地层的空间配置关系的影响。  相似文献   

斯通利波在渗透地层和裂缝带的反射及透射:解析和数值方法模拟对比     

夏飞月  苏远大  唐晓明 《地球物理学报》2022,65(4):1508-1518

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Research on acceleration signal of granular column collapse under dry and wet conditions     

Tong  Shilin  Qu  Jingxue  He  Siming 《Landslides》2022,19(6):1519-1529

Landslides - The blockage of rivers and reservoirs caused by disasters such as landslides and collapses has always been a troublesome problem. How to quickly capture this disaster information and...  相似文献   

Experimental and numerical investigation of groundwater head losses on and nearby short intersections between disc-shaped fractures          下载免费PDF全文

Ci-xiao Qu  Ming-yu Wang  Peng Wang 《地下水科学与工程》2022,10(1):33-43

Discrete fracture models are used for investigating precise processes of groundwater flow in fractured rocks,while a disc-shaped parallel-plates model for a single fracture is more reasonable and efficient for computational treatments.The flow velocity has a large spatial differentiation which is more likely to produce non-linear flow and additional head losses on and nearby intersections in such shaped fractures,therefore it is necessary to understand and quantify them.In this study,both laboratory experiments and numerical simulations were performed to investigate the total head loss on and nearby the intersections as well as the local head loss exactly on the intersections,which were not usually paid sufficient attention or even ignored.The investigation results show that these two losses account for 29.17%-84.97%and 0-73.57%of the entire total head loss in a fracture,respectively.As a result,they should be necessarily considered for groundwater modeling in fractured rocks.Furthermore,both head losses become larger when aperture and flow rate increase and intersection length decreases.Particularly,the ratios of these two head losses to the entire total head loss in a fracture could be well statistically explained by power regression equations with variables of aperture,intersection length,and flow rates,both of which achieved high coefficients of determination.It could be feasible through this type of study to provide a way on how to adjust the groundwater head from those obtained by numerical simulations based on the traditional linear flow model.Finally,it is practicable and effective to implement the investigation approach combining laboratory experiments with numerical simulations for quantifying the head losses on and nearby the intersections between disc-shaped fractures.  相似文献   

Shaking table test of subgrade slope reinforced by gravity retaining wall with geogrids     

Qu  Honglue  Huang  Xue  Gao  Yanan  Zhang  Zhe  Wang  Chenxu 《地震工程与工程振动(英文版)》2022,21(3):715-727

Gravity retaining wall with geogrids has showed excellent seismic performance from Wenchuan great earthquake. However, seismic damage mechanism of this kind of wall is not sufficiently clear. In view of this, a large shaking table test of the gravity retaining wall with geogrids to reinforce the subgrade slope was carried out, and based on the Hilbert-Huang transform and the marginal spectrum theory, the energy identification method of the slope dynamic failure mode was studied. The results show that the geogrids can effectively reduce displacement and rotation of the retaining wall, and it can effectively absorb the energy of the ground movement when combined with the surrounding soil. In addition, it also reveals the failure development of the gravity retaining wall with geogrids to reinforce the subgrade slope. The damage started in the deep zone near the geogrids, and then gradually extended to the surface of the subgrade slope and other zones, finally formed a continuous failure surface along the geogrids. The analysis results of the failure mode identified by the Hilbert marginal spectrum are in good consistency with the experimental results, which prove that the Hilbert marginal spectrum can be applied to obtain the seismic damage mechanism of slope.

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库车坳陷克拉苏构造带协同变形机制及盆山耦合关系     

刘立炜  周慧  张承泽  闫炳旭  杨凤来  屈元基 《地质科学》2022,57(1):61-72

克拉苏构造带构造非常复杂,经过30余年的油气勘探开发,构造规律不清楚、构造圈闭不落实的问题仍然非常突出。本文通过大量三维地震资料的构造解释、建模及实钻资料验证,发现克拉苏构造带在剖面上呈分段分层变形、平面上呈雁列式展布特征。提出克拉苏构造带两种协同变形机制,较好地解释了在膏盐层调节作用下盐上、盐层、盐下3个构造层的差异变形现象。结合遥感影像及重力异常影像分析了盆山耦合关系,提出了南天山造山带的差异隆升推覆作用,南部温宿、新和、牙哈古隆起的阻挡作用和古近系膏盐层的调节作用是变形的3个主要影响因素,并据此较好地解释了克拉苏构造带构造圈闭平面展布格局。  相似文献   

Design of optimal sand fences around a desert solar park—a case study from Phase IV of the Mohammed bin Rashid Al Maktoum Solar Park     

Yao  Zhengyi  Xiao  Jianhua  Xie  Xiaosong  Zhu  Haijun  Qu  Jianjun 《Natural Hazards》2022,113(1):673-697

Natural Hazards - Solar energy parks in desert areas must resist the encroachment of moving sand and burial by migrating dunes. It is therefore important to design economical, effective sand fences...  相似文献   

Research on Reasonable Width of Coal Pillars of Non-equal Width Isolated Working Face Heading Goaf in Deep Mine     

Yang  Weili  Wei  Quande  Wang  Zhonghui  Zhang  Zhizeng  Qu  Xiaocheng  Wen  Jinglin 《Geotechnical and Geological Engineering》2022,40(3):1295-1306

Geotechnical and Geological Engineering - Setting reasonable coal pillar is a key to ensure safe mining of island coal face heading goaf in deep mine. With the background of typical deeply buried...  相似文献