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1.
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   

2.
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   

3.
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   

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.
The Tiegelongnan Cu(Au,Ag)deposit in central Tibet contains more than 10 Mt of copper ranking 29 th in the world.It is characterized by typical porphyry-epithermal alteration and mineralization.In order to improve the understanding of porphyry-epithermal copper deposit in Tibet,new zircon U-Pb age and sulfur isotope data along with published data in the Tiegelongnan are presented to investigate the formation and preservation mechanism.Ore-related intrusive rocks in the Tiegelongnan including Early Cretaceous(about 120 Ma)granodiorite porphyry and diorite porphyry are closely related to the northward subduction of Bangongco-Nujiang ocean.Sulfur mainly comes from deep magma,and ore-forming fluid is affected by both magmatic and meteoric water.The metallogenic setting of Tiegelongnan is consistent with those of Andean porphyry copper deposits in South America.The cover of the Meiriqiecuo Formation volcanic rocks,Lhasa-Qiangtang collision and India-Eurasian collision have significance in the preservation and uplift of the deposit.The formation,preservation and discovery of Tiegelongnan play an important role in exploration of ancient porphyry-epithermal deposits in Tibet.  相似文献   

6.
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   

7.
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   

8.
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   

9.
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   

10.
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   

11.
对比分析了<建筑抗震设计规范>(GB 50011-2010)与<建筑抗震设计规范>(GB 50011-2001)中涉及场地勘察相关条文的规定,指出其相关条文的修改对盐城市区场地类别的划分、地震动参数的确定、砂土液化的判别、软土震陷的评价等方面产生的影响,以及今后在勘察中需注意的一些问题,并提出了相关建议.  相似文献   

12.
结合北京地铁10号线国贸站转弯段施工对邻近桥基影响的这一实际工程问题,运用ABAQUS软件,在对施工过程进行动态模拟的同时,重点研究了施工过程中19-3号桥基的变形和受力性态以及桩土相互作用机理,并将部分计算结果与量测结果进行了比较,取得了一系列的成果。研究表明,施工期间桥基没有工程安全隐患,既有的施工方案是合理可行的。  相似文献   

13.
地质条件对隧道工程影响分析   总被引:1,自引:0,他引:1  
通过采用浅层地震弹性波速度分析、孔内波速测试、钻孔数字测井和井下电视摄像,钻探工程以及钻孔围岩物理力学测试数据等方法,对隧道工程作了简要的概括。着重对隧道区特殊地质条件(地形地貌、地层岩性、地质构造、地震、水文地质条件、围岩物理力学指标及类别)进行了综合分析及合理划分,将大同煤田侏罗系含煤地层对隧道区产生的严重影响论述如下:①煤层采空区、开采面积、开采深度、煤柱比例、顶板垮落、地质构造、冒落带、裂隙所引起的地层稳定性。②褶皱带、断层、片麻岩风化带、节理、裂缝、岩石质量低等所引起的地层稳定性做了详细的、科学的论证与评价。最后对隧道区各段施工中出现的问题和采取的措施提出了建设性的建议如下:①对煤层冒落带或裂隙带应采取有效治理和防范措施。②对基岩风化带、岩体破碎应采取围岩加固措施。③对褶皱造成岩体破坏和破碎应采用导管注浆锚固等措施加固围岩。④对处于煤层火区内,隧道施工中会受到高温有害气体的危害,应进行钻孔帷幕灌注,密闭火区。⑤对煤层采空区瓦斯气体有可能沿裂隙、裂缝转移或富集应加强监测与防范。⑥对塌陷裂缝应进行分段支护。⑦对地表裂缝应进行灌浆或充填处理等。  相似文献   

14.
基于弹性薄板理论,用半解析方法分析了考虑地下室侧墙平面外的弯曲以及纵向平面内整体弯曲情况下筏板基础、上部结构与地基的共同作用,与不考虑侧墙影响的计算结果以及实测结果比较表明,考虑地下室侧墙平面外的弯曲以及纵向平面内整体弯曲的结果与实际较接近。在此基础上,分析了侧墙刚度对底板受力的影响,以及底板尺寸变化时侧板刚度对底板受力的影响。  相似文献   

15.
孙红  赵锡宏  葛修润 《岩土力学》2002,23(6):709-713
应用耦合损伤的滑移线法,求解平面应变条件下的极限荷载问题,推导出考虑各向异性损伤的平面应变问题应力场的滑移线解,针对平顶钝角楔体极限荷载的滑移线场进行了详细推导,绘出滑移线场图,推导出极限荷载的公式,分析了各向异性损伤对浅基础极限荷载的影响,即损伤对地基承载力系数Nq影响很大;损伤越大,地基承载力系数Nq值越小,且随着D1,D2的增加,Nq越接近最小值。  相似文献   

16.
曾庆军  莫海鸿  潘泓  李茂英 《岩土力学》2006,27(Z2):585-590
天然软土尤其三角洲地区的淤泥或淤泥质黏土常含砂,以含细砂或粉细砂为主,系统研究水泥土强度与含砂量的关系,为水泥土性能改良、强度设计及水泥土搅拌法施工提供直接依据。选取珠江三角洲两处典型的淤泥、淤泥质黏土,按天然含水率配制试验用土,掺加不同含量的细砂制成含砂水泥土试件,养护到不同龄期,对其进行无侧限抗压强度试验,得到了水泥土强度与含砂量及其他关联影响因素关系的变化规律。主要结论是:细砂颗粒在水泥土中起到了细骨料的作用,有利于提高水泥土强度;考虑水泥土的含砂量、水土质量比、水泥掺入比和实际水灰比等因素,得到了含砂淤泥水泥土强度估算公式;在不含砂淤泥水泥土中掺入2 %干细砂时其强度约提高25 %,掺入15 %~25 %干细砂则可提高40 %~60 %。  相似文献   

17.
时瑾  邹凯  谷爱军  江辉  梁青槐 《岩土力学》2013,34(Z2):285-290
为分析高速铁路高架线列车运行对既有线路基影响,建立桥墩-大地-既有线路基有限元模型,结合测试验证模型可靠性,分析不同行车条件对既有线路基应力状态的影响关系,讨论高速铁路轨道平顺性恶化和土体模量降低对既有线路基的影响,预测既有线路基表层累计变形。研究得到,既有线自身列车运行对路基应力状态的影响占主要地位,高速铁路运营对既有线路基应力状态的贡献度很小,不会对既有线路基使用寿命造成明显影响,高速铁路桥墩与既有线距离按限界控制即可满足要求;在轨道平顺性恶化和土体模量降低条件下,高速列车运营引起的既有线路基应力增加不超过0.5 kPa。  相似文献   

18.
地震作用在地震灾区对地质灾害的发育起到了引发、促进作用,其引发的地灾类型主要有崩塌、滑坡、泥石流、潜在不稳定斜坡、地面塌陷、地裂缝等,尤以崩塌、潜在不稳定斜坡、地裂缝等增加比例较大。地震引发的地质灾害具有数量多,规模大、危害大的特点,并主要沿主中央断裂带分布。地震导致斜坡的稳定性降低,产生大量松散物质,为新地质灾害的发生起到促进作用,使地震灾区较长时间内处于地质灾害高发期,产生较大危害。因此,在地震灾区选择安置建房场址时要认真考虑地震后可能新发生的地质灾害的影响,尽量避开潜在危险地带。  相似文献   

19.
混凝土开裂对地基板弯矩的影响   总被引:1,自引:0,他引:1  
当前地基板的配筋设计均按弹性体计算得到的弯矩进行,这在理论上是不合理的,因为地基板是高次超静定问题,地基板开裂后其弯矩会有较大的改变。笔者通过合理模拟地基板裂缝开展过程及土.结构的相互作用,采用非线性有限单元法对地基板进行了分析,着重讨论了不同计算方法及裂缝对地基板弯矩的影响。计算结果表明,按平面问题计算得到的弯矩比按空间问题大40%左右,地基板开裂后弯矩减小,且裂缝越多,弯矩减小越多。  相似文献   

20.
软土地区填筑工程稳定性监测系统的探讨   总被引:1,自引:1,他引:0       下载免费PDF全文
某植物园软土地基用塑料排水板(PVD s)处理后,在园林山体填筑过程进行了稳定性监测。山体填筑过程中发生了局部塌陷,而在塌陷产生之前的监测数据未超过规范规定的监测项目预警值,这引起了有关各方对监测系统的反思。本文分析了产生沉陷前堆载过程中原地表沉降、分层沉降、边桩位移、超孔隙水压力等监测数据,对相应的控制标准进行了探讨,得到一些有意义的结论,对相似工程具有一定的借鉴和参考。  相似文献   

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