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1.
利用测井信息评价盐湖相烃源岩   总被引:1,自引:0,他引:1  
高阳 《沉积学报》2013,31(4):730-737
盐湖相烃源岩富含膏、盐质成分,使其测井响应特征发生极大改变,给测井评价烃源岩带来困难。基于实测数据,分析了盐湖相烃源岩中普遍发育的纯泥岩、含膏(盐)泥岩和膏(盐)质泥岩有机碳含量的测井响应模式,发现纯泥岩和含膏(盐)泥岩TOC与AC和LogRt呈正比,与DEN呈反比,膏(盐)质泥岩TOC与DEN呈正比,与LogRt呈反比,并基于此建立了盐湖相烃源岩测井评价方法,即首先利用ΔGR区分岩性,再针对不同岩性建立TOC评价模型,最后根据实测S1+S2和TOC建立相关关系,就可以求取烃源岩的TOC和S1+S2。利用该方法对东营凹陷沙四下亚段烃源岩性质和展布进行分析,发现预测TOC与实测TOC吻合程度高,具有一定推广价值。  相似文献   

2.
中国昆明地区岩溶洞穴洞口带苔藓植物研究   总被引:2,自引:1,他引:1  
为了研究中国西南岩溶洞穴植物区系与生物多样性特征, 作者曾两次对云南昆明地区12个岩溶洞穴进行了野外考察和苔藓植物标本采集工作。其中含昆明市石灰岩洞穴1个, 石林县石灰岩洞穴5个和宜良县白云岩洞穴6个。根据采自12个岩溶洞穴洞口带的164件苔藓植物标本研究, 本文首次报道昆明地区洞穴苔藓植物10科18属25种。昆明地区洞穴中分布较多的苔藓植物科有丛藓科( Po ttiaceae) 5属8种,凤尾藓科( Fi ssidentaceae ) 1属4种,柳叶藓科( Amblystegiaceae ) 3 属3 种和青藓(Brachytheciaceae ) 2属3种。溶洞中较常见的4种苔藓植物种类是萤光苔类植物光苔Cyathodiumcavernarum Kunze ( 见于6个溶洞中) , 小凤尾藓Fissidens bryoides Hedw ( 见于4个溶洞中) , 橙色净口藓Gymnostonum calcareum Nees et Ho rsch (见于3 个溶洞中)和长叶扭口藓Tortella tortuosa( Hedw ) Limp ( 见于3个溶洞中)。野外观察表明,受洞穴弱光环境生态因子的限制, 昆明地区洞穴苔藓植物主要生长于洞穴洞口0~ 26m带范围内; 2种丛集型藓类植物, 橙色净口藓Gymnostonumcalcareum Nees et Horsch, 和钩喙净口藓G.recurvirost re Hedw 参与洞口带钟乳石或石笋钙华沉积。   相似文献   

3.
Principles of Probabilistic Regional Mineral Resource Estimation   总被引:1,自引:0,他引:1  
Five principal sources of uncertainty in quantitative mineral resource estimation are listed and illustrated by means of a simple example (mosaic model) and a case history study for large copper deposits in the Abitibi area of the Canadian Shield. Abitibi copper potential originally was estimated on the basis of 1968 estimates of production and reserves totalling 3.12 Mt Cu. This prognostication now could be evaluated on the basis of 2008 copper production and reserves totalling 9.50 Mt Cu. An earlier hindsight study performed on the basis of 1977 data (totalling 5.23 Mt Cu) showed seven new discoveries occurring either in the immediate vicinities of known deposits or on broad regional copper anomalies predicted from the 1968 inputs. By 1977, the global geographic distribution pattern of large copper deposits in the Abitibi area had stabilized. During the next 30 years, new copper was essentially found close to existing deposits, much of it deeper down in the Earth's crust. In this paper, uncertainties associated with copper ore tonnage are analyzed by comparison of 2008 data with 1968 data using (a) log-log plots of size versus rank, and (b) lognormal QQ-plots. Straight lines fitted by least squares on these plots show that 1968 slopes provide good estimates of 2008 slopes but 1968 intercepts are much less than 2008 intercepts. In each linear log-weight versus log-rank plot, the slope is related to fractal dimension of a Pareto frequency distribution, and in a lognormal QQ-plot it is determined by logarithmic variance. The difference between 2008 and 1968 intercepts represents the increase in copper ore production and reserves from 1968 to 2008. The Pareto model fits actual copper and massive sulphides increase over the past 40 years better than the lognormal frequency distribution model for 10 km×10 km cells on favorable environments in the Abitibi area.   相似文献   

4.
The Deep Resources Exploration and Mining(DREAM) grant program, within the framework of The National Key Research and Development Program grants, is a pillar to implement China's science and technology strategy in the area of deep resources exploitation. To tackle the insufficient of theories and technologies for the 1000-meter-deep mining, a section of mining, covering the research of basic theories, general technologies and application demonstration, was arranged in the layout of DREAM under the principle of "whole chain design, integrated implementation". In the aspect of basic research, DREAM mainly focused on the deep rock mechanics and mining theory, such as the in-situ mechanical behavior of deep rock, deep high stress induction and energy regulation theory. For the general and key technologies, DREAM supported the research on the mine construction and hoisting, excavation, rock breaking, mining methods and mining safety according to the characteristics of coal and metal mines. For the demonstration application, taking green, safe and efficient as the starting point, DREAM aimed at the green, safe and high efficiency mining, and the demonstration and leading role projects such as the low-waste and high-efficiency back fill mining. Since 2016, 10 RD projects have been funded, and 122 institutional participants with a total budget of RMB 235 million from the central government and RMB 480 million from enterprises as well as local governments have been involved. It is expected that the mining section of DREAM would contribute to establishing the theory and technology system in the area of deep mining and promoting the ability of deep resource exploitation in China.  相似文献   

5.
Three-dimensional(3 D)static modelling techniques are applied to the characterization of the Qishn Formation(Fm.)in the Sharyoof oil field locating within the Masila basin,southeastern Yemen.The present study was initiated by the seismic structural interpretation,followed by building a 3 D structural framework,in addition to analysing well log data and from these,3 D facies and petrophysical models are constructed.In the Sharyoof oil field,the Qishn Fm.exhibits depth values within the range of 400-780 m below sea level,with a general increase towards the SSE.A set of high dip angle normal faults with a general ENE-WSW trend dissect the rocks.The strata are also folded as a main anticline with an axis that is parallel to the fault trend,formed as a result of basement uplift.According to the facies models,the Qishn Fm.comprises 43.83% limestone,21.53% shale,21.26% sandstone,13.21% siltstone and 0.17% dolomite.The Qishn Carbonates Member has low porosity values making it a potential seal for the underlying reservoirs whereas the Upper Qishn Clastics SI A and C have good reservoir quality and SIB has fair reservoir quality.The Upper Qishn Clastics S2 and S3 also have fair reservoir quality,while the Lower Qishn Clastics zone has good reservoir quality.The water saturation decreases towards the west and east and increases towards north and south.The total original oil in-place(OOIP)of the Upper Qishn clastics is 106 million STB within the SI A,SIC and S2 zones.Drilling of development wells is recommended in the eastern study area,where good trapping configuration is exhibited in addition to the presence of a potential seal(Upper Qishn Carbonates Member)and reservoir(Qishn Clastics Member)with high porosity and low water saturation.  相似文献   

6.
印度共和国位于南亚次大陆中部,陆地面积297.32万km2(不包括印控克什米尔地区与锡金),北部为喜马拉雅高山区,海拔平均为5500m;中部是印度河-恒河-布拉马普特河(在中国境内称雅鲁藏布江)平原,平均海拔100~200m,是印度经济最发达、人口最稠密地区;南部是印度半岛高原区,西高东低,  相似文献   

7.
M. Fokeeva 《冰川冻土》2004,26(Z1):215-219
Field investigations of several gas mains in different geosystems were carried out in Noviy Urengoy region (Eastern Siberia) in September, 2003. There were on ground pipelines covered with peat or sand. In case of small rivers pipelines were elevated by pile support on the shores. Because pipelines were applied in cryolithozone that means special secure methods used in pipeline systems functioning and operating. There are multiple sites of natural landscapes destructed or totally destroyed during building and exploiting of the pipelines. That causes negative cryogenic processes development. The most dangerous one is the heaving, that reaches up to several meters in humid landscapes. The complex thermoerosion, thermokarst and heaving occur very often at one site. The heaving of piles leads to pipe deformations and the emergency situations to occur. It is possible to predict negative cryogenic processes development and so far to reduce an emergency risk.  相似文献   

8.
The Hongseong area of the Hongseong-Imjingang Belt in the central-western Korean Peninsula forms part of a subduction-collision system that is correlated with the Qinling-Dabie-Sulu Belt in China. Several serpentinized ultramafic bodies carrying blocks of metamorphosed mafic rocks occur in this area. Here we investigate zircon grains in serpentinites from Bibong(BB) and Wonnojeon(WNJ), and high-pressure(HP) mafic granulite from Baekdong(BD) localities based on U-Pb, REE and Lu-Hf analyses. The zircons from BD HP mafic granulite show distinct age peaks at 838 Ma, 617 Ma and 410 Ma, with minor peaks at1867 Ma, 1326 Ma and 167 Ma. The Neoproterozoic age peaks in these rocks as well as in the serpentinites suggest subduction-related melt-fluid interaction in the mantle wedge at this time. The older zircon grains ranging in age from the Early to Middle Paleoproterozoic might represent detrital grains from the basement rocks transferred to the wedge mantle through sediment subduction. The BD HP mafic granulite shows a Middle Paleozoic age peak(Devonian; 410 Ma). The 242-245 Ma age peaks in the compiled age data of zircon grains serpentinites from BB and WNJ correspond to a major Triassic event that further added melts and fluids into the ancient mantle wedge to crystallize new zircons. In the chondrite normalized rare earth element diagram, the magmatic zircon grains from the studied rocks show LREE depletion and HREE enrichment with sharply negative Eu and Pr anomalies and positive Ce and Sm anomalies. The REE patterns of hydrothermal zircons show LREE enrichment, and relatively flat patterns with negative Eu anomaly. Zircon Hf signature from the WNJ serpentinite show negative εHf(t)(-18.5 and-23.5) values indicating an enriched mantle source with TDM in the range of 1614 Ma and1862 Ma. Zircons from the BD HP mafic granulite also show slightly negative εHf(t)(average-4.3) and TDM in the range of 1365-1935 Ma. Our study provides evidence for multiple zircon growth in an evolving mantle wedge that witnessed melt and fluid interaction during different orogenic cycles.  相似文献   

9.
This study aims to extend the multivariate adaptive regression splines(MARS)-Monte Carlo simulation(MCS) method for reliability analysis of slopes in spatially variable soils. This approach is used to explore the influences of the multiscale spatial variability of soil properties on the probability of failure(P_f) of the slopes. In the proposed approach, the relationship between the factor of safety and the soil strength parameters characterized with spatial variability is approximated by the MARS, with the aid of Karhunen-Loeve expansion. MCS is subsequently performed on the established MARS model to evaluate Pf.Finally, a nominally homogeneous cohesive-frictional slope and a heterogeneous cohesive slope, which are both characterized with different spatial variabilities, are utilized to illustrate the proposed approach.Results showed that the proposed approach can estimate the P_f of the slopes efficiently in spatially variable soils with sufficient accuracy. Moreover, the approach is relatively robust to the influence of different statistics of soil properties, thereby making it an effective and practical tool for addressing slope reliability problems concerning time-consuming deterministic stability models with low levels of P_f.Furthermore, disregarding the multiscale spatial variability of soil properties can overestimate or underestimate the P_f. Although the difference is small in general, the multiscale spatial variability of the soil properties must still be considered in the reliability analysis of heterogeneous slopes, especially for those highly related to cost effective and accurate designs.  相似文献   

10.
In this paper,through data collection and field investigation,the development and utilization status of shallow geothermal energy in Zhoukou urban area was discussed.Based on the analysis of hydrogeological conditions,rock and soil structure characteristics and field test research,the spatial distribution characteristics of rock and soil in the study area were summarized.The study shows that Zhoukou City is located in the alluvial plain of Huanghuai,and the loose deposits of river alluvial genesis range 0-200 m.These loose deposits and groundwater stored in their pores are the main carriers of shallow geothermal energy.In the central part of the Yinghe River in the middle of the study area,the aquifer thickness is within 200 m,the particle size is coarser,the water-bearing degree and recharge capacity is better.On this basis,the paper uses AHP to evaluate the suitability of shallow geothermal energy development and utilization to guide the rational development and utilization of shallow geothermal energy resources.  相似文献   

11.
回顾了地基处理技术的应用发展史,将其大致分成压密固结法、换填垫层法、注浆加固法、复合地基法4大类,综述了各类地基处理优化技术的加固机理、施工工艺、加固优势等。重点介绍了这些地基处理技术的工程应用及其今后研究方向;阐明了我国地基处理优化技术的发展趋势。  相似文献   

12.
谌霞  刘建涛 《探矿工程》2018,45(9):89-92
CFG桩复合地基处理技术是一种应用比较广泛的地基处理方式。根据郑州逸泉国贸酒店工程现场地质条件,结合工程实际情况,设计采取CFG桩进行地基处理。介绍了CFG桩的设计及施工情况。检测结果表明,在高层甚至是超高层建筑中,在保证施工质量的前提下,采用CFG桩复合地基处理技术是可行的基础方案。  相似文献   

13.
在一些特殊的地层结构上建造建筑物,如何选择基础型式或地基处理方法,是工程顺利实施的关键.通过人工挖孔扩底灌注CFG桩复合地基在北京某地基处理的工程实践,介绍了人工挖孔扩底灌注CFG桩设计计算、施工工艺、加固机理及适用范围,为北京地区同类地基处理工程设计和施工提供了有益的借鉴.  相似文献   

14.
碎石桩注浆是20世纪90年代以来综合砂石桩、高压注浆两项技术逐渐发展起来的一种新地基处理方法,其施工占地面积小、设备移位灵活,大大提高复合地基承载力等优点,在沿海铁路施工中取得很好的效果。  相似文献   

15.
湿陷性黄土地基综合处理新技术的现场试验与效果分析   总被引:1,自引:0,他引:1  
于清高  邵生俊  陶虎  邓国华 《岩土力学》2008,29(Z1):593-597
针对湿陷性黄土地区的铁路、公路路基及堤基浸水湿陷的工程问题,在业已提出的处理方法(IDITI),即浅层阻水、浅层排水、浅层防水、封闭截水、深层导水的基础上,首先进行了湿陷性黄土地基处理的现场浸水试验。试验表明,浸水后探井不同深度采取土样的含水量变化小,IDITI法具有明显的阻水、排水效果。其次,用数值分析方法模拟了连续多日强降雨情况下经处理后地基的渗流场,围封处理范围内地基土体的含水量增长较小。验证了IDITI法抑制湿度增长,利用天然土承载能力,处理湿陷性黄土地基的可行性。  相似文献   

16.
随着我国城市化建设进程的推进,不良土地资源的合理使用是城市发展必然面对的课题.城市在发展扩张中常常碰到砂石坑或地基条件很差的地段,其地基处理的方法、地基处理的效果影响工程造价,影响上部结构的质量安全.某工程地基为大范围深度达17 m的砂石坑,采用了大面积砂石坑的地基处理技术,地基达到了设计承载力要求,取得了良好的经济、技术效益.  相似文献   

17.
张蕾 《岩土力学》2014,35(Z2):240-244
原位载荷试验是确定复合地基竖向承载力最可靠的方法。许多工程实例表明,当载荷试验加载不充分,无法通过极限荷载判断地基承载力特征值时,应根据《建筑地基处理技术规范》方法确定复合地基承载力特征值,但该值有时会偏小,这样的结果会导致设计人员采用的复合地基承载力特征值偏低,设计过分保守,由此造成技术投入加大,工程造价增加的不良结果。通过某工程同场地、同条件的一组素混凝土桩复合地基原位载荷试验数据与一组天然地基原位载荷试验数据对比,研究原位载荷试验测定复合地基承载力特征值方法的不足,讨论产生缺陷的原因。补充完善了《规范》通过载荷试验确定复合地基承载力确定方法,以期更好地促进复合地基技术及原位载荷试验的推广应用。  相似文献   

18.
陆海源  孙金 《岩土工程技术》2011,25(3):113-116,153
地下管道工程对管道基础沉降的控制要求严格,特别对于滨海软土地区尤为重要.地下管道施工时对管道的软土地基采取了特殊的处理.为了研究施工方法的可行性,针对堆土预固结、边坡开挖、管道埋设及回填土等主要工况进行了数值模拟,重点对堆土预固结超孔压水消散过程、沉降固结阶段及施工完成后管道沉降和地表沉降进行分析研究.计算结果表明,在...  相似文献   

19.
根据场区工程水文地质和环境条件,就武汉长江广场基坑地下水的治理进行分析,探讨,并详细阐述防渗帷幕灌浆施工工艺技术。  相似文献   

20.
空气潜孔锤跟管钻进技术与应用   总被引:1,自引:1,他引:0       下载免费PDF全文
跟管钻进技术已发展成为对付复杂地层钻进的一种有效方法,主要介绍空气潜孔锤跟管钻进技术、SP系列跟管钻具的特点以及空气潜孔锤跟管钻进技术在地质灾害、水电建设、城市高层建筑地基处理、公路、铁道建设工程等复杂地层钻进的应用。  相似文献   

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