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1.
Peperite is a non‐genetic term used to describe volcanic breccia in which a texture of dark blocks in a light matrix resembles a mixture of salt and pepper. In the Gold Creek Volcanics, peperite is a mixture of partly vesiculated basalt clasts in a mudstone‐sandstone matrix. It is formed by the buoyant intrusion of basaltic magma into wet unconsolidated sediment. The intruding bodies deform and quench, giving rise to discordant masses of hyaloclastic breccia, confined largely to the subsurface. These basalt masses may remain hot enough to locally superheat pore water and produce convective systems where the basalt clasts and fluidized sediment become mixed, forming the distinctive peperite.  相似文献   

2.
H.M. Rajesh   《Ore Geology Reviews》2008,33(3-4):382-396
The Rockhole area, Northern Territory, Australia, hosts a number of Proterozoic unconformity-related uranium deposits. The geology of the area features within Paleoproterozoic rocks of the Pine Creek Orogen, near the unconformity with overlying platform cover sandstone of the Paleo- to Mesoproterozoic McArthur Basin. Landsat Enhanced Thematic Mapper plus (ETM+) data was used in the Rockhole area to assist in mapping geological structures and lithology, and to identify anomalous concentrations of ferrous minerals, the product of alteration, which can be indicators of buried uranium mineralization. Several image-processing procedures were applied to the ETM+ data to identify, isolate and enhance mineralogical information as simple and complex false color composites. ETM+ 754 shown as red green and blue respectively was the best simple image. Overall, complex images based on Principal Component Analysis proved to be the most useful products. Sandstone, shale and siltstone, the target lithologies, Koolpin Formation, the target stratigraphic unit, and bleaching pattern due to the removal of iron(II) compounds, the target alteration pattern, were confidently mapped to provide information required by the mineral emplacement model, which ultimately identified areas of likely uranium mineralization. Thus the contrasting behavior of the two principle oxidation states of uranium and iron can be utilized to map/delineate bleached alteration zones associated with economic concentrations of uranium using multispectral sensors like Landsat or better hyperspectral sensors.  相似文献   

3.
区域工程地质,环境工程地质论文综述   总被引:1,自引:0,他引:1  
本次大会收入本专题论文70篇,约占大会论文1/3,反映了当今工程地质学的一个非常重要的研究主题。可将之分为下面几个方面进行讨论:地质灾害研究(29篇),区域地壳稳定性评价与地震工程地质(22篇),城市与区域环境地质研究及质量评价(16篇),近海区域工程地质调查和环境地质编图(3篇)。本文对该专题的发展方向进行了讨论。  相似文献   

4.
构造地质与工程地质的基本关系   总被引:16,自引:0,他引:16  
构造地质学是研究各种地质构造及其成生演化的基础地质学 ,工程地质学主要是应用地质学理论尤其是构造地质学理论解决人类工程建设活动中与构造现象和构造活动有密切关系的地质问题的应用地质学。二者的研究目的虽然不同 ,但所研究的主要对象是相同的 ,即都是地质构造 ,所研究的又都是地球变化过程中的构造变动及其各类效应。文中讨论了构造地质学与工程地质学之间的基本关系 ,主要包括地质构造对工程地质环境和工程地质条件的控制作用 ;深部构造、浅部构造以及表层构造动力学特征与区域地壳稳定性之间的关系 ;构造结构面、构造应力场与岩土体稳定性的关系 ;活动构造与工程建筑安全性的关系以及地质构造与崩滑流、地裂缝、地面沉降等地质灾害的关系等问题。  相似文献   

5.
The Tanami Region, a poorly exposed, mostly Paleoproterozoic province within the North Australian Craton, hosts a number of significant gold deposits in diverse settings. Rare exposures of 2,520–2,500 Ma amphibolite facies Archean gneiss and metasedimentary rocks form basement to the thick overlying metasedimentary succession of the 1,880–1,830 Ma Tanami Group. The basal unit of the Tanami Group is the Dead Bullock Formation, a fining-upward deep-water succession dominated by siltstone, carbonaceous siltstone, iron-rich siltstone and mafic sills. Carbonaceous- and iron-rich lithologies in the upper Dead Bullock Formation represent important hosts for gold mineralization. The conformably overlying Killi Killi Formation represents turbiditic sedimentary rocks that are correlated with the widespread Lander Rock beds of the Arunta Region. Sedimentation of the Tanami Group was terminated by regional deformation and greenschist to amphibolite facies metamorphism during the Tanami Event (D1/M1), at around 1,830 Ma. The Tanami Group is unconformably overlain by rhyolite, siliciclastic sedimentary rocks, and felsic ignimbrite of the Ware Group that were deposited at about 1,825–1,810 Ma. Subsequent ESE–WNW to SE–NW directed shortening (D2), followed by NE–SW to E–W directed shortening (D3), has resulted in open NE F2- and NW F3-trending folds in both the Tanami and Ware Groups. Voluminous granitoids, dominated by I-type, biotite granodiorite, and monzogranite were intruded in the interval 1,825–1,790 Ma and have been subdivided using geochemical criteria into the Birthday, Frederick, and Grimwade Suites. Basalt and immature sedimentary rocks of the Mount Charles Formation are restricted in extent to the Tanami mine corridor, and are interpreted to reflect a continental rift succession that was deposited around 1,800 Ma, with an early Archean sedimentary provenance. Steep S to SE dipping F4-fold structures of Tanami and Ware Group metasedimentary rocks, many spatially associated with 1,825–1,790 Ma granitoid intrusions, indicate a period of SSE-directed regional shortening (D4) syn-to-post the regional granitoid intrusive phase. A network of N to NW striking faults, several of which are interpreted as oblique thrusts with a component of left lateral movement, indicates a period of D5 convergence during WSW–ENE to E–W directed shortening. The Tanami mine corridor fault system comprises a network of N, NE to ENE striking D5 faults that merge with N to NW striking faults and probably accommodated movement between granite core domains. D5 faulting is associated with the main phase of gold mineralization in suitable structural–lithological traps. The Paleoproterozoic basement of the Tanami Region is unconformably overlain by quartz sandstone, lithic arenite, and conglomerate of the Pargee Sandstone. Pargee Sandstone may represent syn-tectonic sedimentation related to the 1,730 Ma Strangways Orogeny, and is unconformably overlain by the late Paleoproterozoic platform cover succession of the Birrindudu Group. The Paleoproterozoic basement and cover sequences have subsequently undergone several episodes of faulting, collectively termed D6+. The Paleoproterozoic evolution of the Tanami Region is interpreted to have occurred in an intracratonic setting, but was fundamentally influenced by tectonic events in the adjacent Halls Creek Orogen (1,835–1,805 Ma Halls Creek Orogeny) and Arunta Region (1,815–1,800 Ma Stafford Event). The boundaries between the Tanami Region and Kimberley Region to the northwest and the Arunta Region to the southeast are transitional, and are largely defined by the presence or absence of identifiable Dead Bullock Formation.  相似文献   

6.
本文就岩土体的不连续性问题,岩体变形破坏的微观机制问题及时空问题,岩体的大变形与小变形问题,进行了讨论。  相似文献   

7.
本文首次讨论了第三环境工程地质问题。根据多年工程地质勘查中所积累的经验教训,作者深感有单独提出第三环境工程地质问题这一概念的必要。与之同时,文中也举出了大大型环境工程地质勘查中应用这一观点的成功实例。此外,作者认为,进行第三环境工程地质问题的勘查与研究的人员必须具有更中丰富的经验和广泛的知识,方能取得良好效果。  相似文献   

8.
本文论述了铁路选线工程地质、铁路工程地质勘察、钻探工作、铁路地质灾害、巨型铁路桥梁及长大铁路隧道等方面工程地质研究所取得的进展及进一步研究的方向。  相似文献   

9.
上海市工程地质结构特征   总被引:4,自引:0,他引:4  
根据前人的研究,结合三维城市地质调查取得的阶段成果,对上海市域工程地质研究程度、工程地质层的划分及其工程地质结构特征、工程地质分区及分区评价进行了论述。  相似文献   

10.
本文为第四届全国工程地质大会的学术总结。作者在分析大会文集,参加学术讨论交流的基础上,指出了当前国内工程地质研究所取得的主要学术成就与进步以及今后的发展方向。  相似文献   

11.
本文主要论述水库工程地质问题、地基工程地质问题、区域构造稳定问题及防震、软基处理、地下工程围岩稳定性、隧道地质灾害、边坡稳定性等方面的研究现状及展望  相似文献   

12.
本文分析了氡气测量的原理和氡气异常与不同地质现象的关系 ,提出了氡异常的判据与特征 ,并结合工程实例探讨了氡气测量在工程地质中的重要作用。  相似文献   

13.
The Middle Shoalhaven Plain is a large, tray‐like depression bounded in the west by the Mulwaree fault and in the east by cliffed Permian sediments. The plain is probably Mesozoic in origin and was partially alluviated during the Early to mid‐Eocene. Much of the plain and sediments were covered by basalts during the Late Eocene. This was followed by an episode of deep weathering, which culminated in the formation of widespread bauxitic and lateritic crusts and manganocrete and silcrete during the mid‐Tertiary. A second minor weathering event is recorded during the latest Tertiary to Early Pleistocene. Two new basalt dates are consistent with earlier ones at about 43 Ma. Palaeomagnetism shows bauxites and ferricretes to be mid‐Tertiary.  相似文献   

14.
Engineering geology, in 1996, worldwide, was experiencing considerable turmoil due to the uncertain nature of national economies and the general situation of inadequate funds to meet the demands of failing of the national infrastructures that serve citizens. Aside from the previously war-damaged cities of Western Europe, new public service systems of transportation and utilities elsewhere often lagged well behind growth.

It will be some time before international aid and civil engineering contracts are initiated for anything other than humanitarian and basic emergency aid work in these areas.

Many countries in the western hemisphere, eastern Europe, the former Soviet Union and developing nations in particular are still in need of basic water and sewage services as well as repair and replacement of old existing systems. Continued partisan warfare in the Balkan states of Albania, Bosnia, Croatia and Serbia forecast the eventual need for redevelopment. Rumblings of broad-scale economic problems in Far-Eastern economies did little to make overseas contract opportunities in these areas very attractive.

Large consulting firms were challenged by an increasing number of individual and small practices who are prepared to operate on 1970's rates and prices for services and government and industry was taking advantage of that situation. More and more individuals were offering services in engineering geology and associated engineering fields and there was a sense of not having enough work to go around. Hence, price competition was again being promoted. Consequently in both Europe and the Americas, the variability of competence was enlarging and a significant amount of so-called ‘professional ’ work was lacking in overall quality. This was especially evident in ‘Environmental’ areas of work.

This begs the question: ‘Is not engineering geology, or any other aspect of applied geosciences, not environmental in nature and essence, fundamentally and in entirety?

Environmental restoration demands were still being made by governments, but the pressure to complete such work was being relaxed on account of economics. Our clients were asking for more service at lower fees. Clients were still largely unwilling to openly acknowledge that less money spent on competent engineering geologic consultation means that more risk should be accepted by the owner or operator of projects.  相似文献   


15.
Grainsize, mineralogy and current-meter data from the Northern Rockall Trough are presented in order to characterise the sandy contourite that forms the sedimentary environment of the Darwin cold-water coral mounds, and to investigate the impact of this environment on the mound build-up. Large clusters of small cold-water coral mounds, 75 m across and 5 m high, have been found southwest of the Wyville Thomson Ridge, at 900–1,100 m water depth. Their present-day sedimentary environment consists of a subtly sorted sandy contourite, elongated NE–SW, roughly parallel to the contours. Critical erosional and depositional current speeds were calculated, and trends in both the quartz/feldspar and foraminifera fractions of the sands show a bi-directional fining from bedload/erosion-dominated sands in the NE to suspension/deposition-dominated sediments in the SW and towards the S (downslope). This is caused by a gradual reduction in governing current speed, linked to a reduction in slope gradient, and by the increasing distance from the current core in the downslope direction. No specific characteristics were found distinguishing the mound sediments from the surrounding sands: they fit in the overall spatial pattern. Some mound cores show hints of a fining-upward trend. Overall the mound build-up process is interpreted as a result of sediment baffling.  相似文献   

16.
珊瑚礁工程地质学——新学科的提出   总被引:10,自引:0,他引:10  
珊瑚礁是一种特殊的岩土类型,珊瑚礁工程地质学是工程地质学的一个新的研究领域,本文简要介绍了珊瑚礁和珊瑚礁工程地质学的概念以及珊瑚礁工程地质性质的研究概况,提出了珊瑚礁工程地质学的学科方向与任务指出了珊瑚礁工程地质学研究面临的主要问题。  相似文献   

17.
黄静莉  王清 《吉林地质》2013,(3):111-114
三维工程地质地层模型的建立能够更为直观地观察城市地下空间的地质结构,能够为岩土勘察、设计和施工提供辅助参考。论文依据《长春市两横两纵快速路系统——二环路工程(二段标)岩土工程勘察报告(详勘)》中提供的钻孔数据,采用GOCAD三维地质建模软件建立了研究区局部路段地层分布的三维工程地质地层模型。通过应用实例证明,GOCAD软件具有快速建模,可视化效果良好的特点,能够较真实地反映地层实际分布情况,将其应用于岩土工程的勘察工作中是切实可行的。  相似文献   

18.
Instream, overbank and cut riverbank exposures along the East Branch of the Finniss River downstream of Rum Jungle Mine, Northern Territory have been analysed for their total metal concentrations using instrumental neutron activation analysis (INAA). Concentration values for the < 62.5 μm and bulk sample fractions are compared to Australian sediment quality guidelines values (ANZECC/ARMCANZ, 2000). The results reveal that channel and overbank environments are contaminated with heavy metals, with many samples exceeding the low and high sediment guidelines values. The < 62.5 μm fraction is consistently more contaminated than bulk samples as are instream environments compared to adjacent overbank environments. Metal concentrations are strongly correlated to sediment pH and Fe values, suggesting that these variables are significant in controlling the spatial distribution of sediment-associated metals. The strong positive correlation between sediment-associated metals and Fe is probably related to the process of metal sequestration by Fe (and Mn) oxyhydroxides. The spatial distribution of sediment-associated metals downstream of the Rum Jungle Mine site does not display a simple distance–metal concentration decay pattern. It is suggested that the non-uniform spatial distribution of sediment-associated metals is a function of local, reach-scale variations in channel geometry and geomorphology, which control sediment storage and transfer patterns. In cut riverbank exposures the vertical of metals distribution is non-uniform and probably reflects differential metal mobility. Despite rehabilitation of the mine site in the 1980s, the elevated sediment-associated metal concentrations that remain within the East Branch of the Finniss River system are likely to render the system contaminated for the foreseeable future and limit the potential for the full recovery of aquatic and terrestrial flora and fauna.  相似文献   

19.
工程地质与环境地质勘查中的二维地电影像技术   总被引:1,自引:1,他引:1  
本文在吸收传统的电阻率法勘探技术精华和方法理论的基础上,应用二维的观点和数字模拟重构技术,论述了二维地电影像系统的理论,方法技术、并通过实测案例展示了该技术在研究工程与环境地质调查问题的优势及可行性。  相似文献   

20.
采空区造成地层缓慢沉陷,严重地威胁着地表建筑物的安全。在其沉陷过程中,上覆各岩层破坏特点、厚层坚硬岩体抵抗沉陷的作用等对最终沉陷有重要影响。采用数值模拟技术,具体深入地分析了地层的沉陷过程、注浆治理的效果,以及其主要影响因素,发现坚硬厚岩层发挥了关键作用。  相似文献   

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