陡倾矿体充填法开采引起地表移动的实例分析

监测表明,长期采用充填法开采的大型金属矿山也会发生显著的地表变形破坏现象。为了掌握金川镍矿地下开采引起的地表移动、变形和破坏规律,借助GPS技术作为地表移动的监测手段,建立了覆盖矿区地表的GPS监测网。持续的监测数据表明,金川矿区地表最大沉降量已达2400mm左右,以现场调查与地表长期监测数据为依据,给出了地表移动的范围与特征,分析了与岩体移动、变形和破坏现象发生相关的条件和规律,并提出了一些具有预测性的观点,为工程地质-岩石力学条件大致相同矿山的工程技术人员和研究人员提供了一个有借鉴意义的实例。     

浙江建德铜矿松坑坞矿段矿床地质特征及矿石主元素分布规律

浙江建德铜矿松坑坞矿段位于钱江印支褶皱带轴部中段,矿体赋存于松坑坞向斜南东翼—铜山背斜倾伏端附近之上石炭统黄龙组下段的灰质白云岩中,Ⅰ号矿体位于向斜的南东翼,Ⅱ号矿体产于向斜核部。Ⅰ号矿体矿石主元素为铜,Ⅱ号矿体矿石主元素为铜、锌、硫,且各自具有不同的空间分布变化规律。     

Sedimentology and paleoenvironmental evolution of Messinian evaporites in the Iskenderun-Hatay basin complex, Southern Turkey

Messinian evaporites, which resulted from the salinity crisis during the final closure of the Mediterranean Sea, are exposed in SE Turkey. These evaporites formed in two isolated sub-basins, Iskenderun-Arsuz (IA) and Hatay-Samanda? (HS), which belong to different depositional configurations and tectonic structures. The Neogene fill of these sub-basins consists of a thick sedimentary succession that started with Early Miocene terrestrial clastics, followed by reefs (Middle Miocene) and shallow water siliciclastics (Tortonian - Early to Late Miocene) and finally Messinian evaporates. These sub-basins accumulated in a diverse range of depositional environments from very shallow to deeper water. Evaporite facies in the IA sub-basin consist of sabkhas, saline lagoons and ponds. They are mainly represented by chemical deposits such as scattered gypsum nodules and balls, nodular bedded gypsum, laminated gypsum (Type-A) and selenites (Type-S1). Evaporites in the HS sub-basin mainly consist of detrital gypsum composed of gypsum laminae (Type-B, C), gypsum arenite-rudites and deeper water selenites (≤ 20 m), and resedimented selenites (Type-S2), which were deposited on a sulfate platform with a slope-basin transitional zone. Secondary gypsum with alabastrine and porphyroblastic textures as well as satin spar veins is commonly associated with the sabkha-type evaporites of the IA sub-basin. Deeper-water clastic evaporites of the HS sub-basin have generally remained as primary gypsum or have only been slightly affected by diagenetic alterations. The isotope values (^87/86Sr; δ¹⁸O SMOW; and δ³⁴S CDT) from the different kinds of gypsum lithofacies of the sub-basin are similar to those of the Messinian evaporites in other peri-Mediterranean basins, indicating an origin from marine water without external or basinal contributions.The Messinian evaporites examined in this paper are overlain by Early Pliocene (Zanclean) deposits composed of shallow- and deep-water siliciclastics and carbonates with local intercalations of Lago-Mare-type strata. Throughout the Messinian evaporitic stage, the IA sub-basin was mainly comprised of shallow water evaporites, while the HS sub-basin underwent deepening related to regional tectonics induced by the Dead Sea Fault during the construction of the Hatay Graben.     

山东省焦家矿区深部超大型金矿床及其对“焦家式”金矿的启示

通过三年的地质勘查研究,发现了山东焦家矿区深部105吨特大型金矿床,圈定了89个矿体,归并为4个矿体群,其中Ⅰ-1号主矿体沿焦家断裂主裂面分布。焦家矿区共探获金矿资源储量230多吨,成为世界级超大规模金矿床。通过焦家深部金矿床和浅部金矿床对比研究,揭示了新的金矿成矿规律:浅部金矿床和深部金矿床之间为无矿间隔或弱矿化带;金矿床矿体厚大部位在剖面上产于焦家断裂由陡变缓转折点下部;焦家带金矿床构成了沿"一条构造带、二段矿化富集带、三层矿化蚀变带"产出的矿床模式。通过同位素年龄测定,焦家断裂断层泥的K-Ar年龄为131.05～123.53Ma和48.57～41.18Ma,早期指示断裂构造的主要形成期与金矿的主成矿期同步;晚期金矿的同位素年龄略晚于郭家岭花岗岩年龄,略早于崂山花岗岩年龄,位于伟德山花岗岩年龄值高峰段内,说明伟德山花岗岩岩浆活动是导致"焦家式"金矿成矿的直接因素。     

工程场地地震安全性评价工作及相关技术问题

本文简单回顾了工程场地地震安全性评价工作的变迁与发展过程,探讨了几个关键的技术问题,分析了相关技术方法的发展与更新趋势。文中重点讨论了不同的地震影响量之间概率水平的一致性问题,同时对在设防水准的选取、地震危险性分析中的不确定性考虑、地震动衰减笑系的获取、地震动时程合成中的参数匹配、场地地震反应分析中的非线性处理、设计地震动确定等方面遇到的一些技术问题进行了分析,并且给出了对这些问题处理的一些看法和建议。     

浅谈国土资源依法行政存在的问题及对策

严格国土资源依法行政是有效保护和合理利用国土资源,促进资源持续发展的根本保证。改革开放以来,法律、法规体系逐步完善,执法机构不断健全,执法队伍日益壮大,执法力度显著增强。但由于执法环境不够完善,执法人员素质和执法水平参差不齐,目前的国土资源行政执法中仍存在一些问题,有法不依、执法不严、违法不究的现象时有发生,该文就如何解决这些问题提出了相应的对策建议。     

淄博市国土资源局淄川分局窗口办文服务的经验

淄博市国土资源局淄川分局自2003年设立办文服务窗口7年来,从制度建设、人员管理、服务方式、廉政和作风效能建设等方面努力推进窗口工作,进一步提高政务公开和依法行政水平,在推进窗口办文制度方面起到了积极作用。     

文登市加强国土资源执法监察的做法

文登市国土资源局在国土资源执法监察工作中,以科学的发展观为指导,明确工作目标、更新执法理念、创新执法机制、强化执法手段。通过强化执法监察队伍建设、制度建设和实施部门联动等措施,提高了国土资源执法监察水平,取得明显成效。     

Transport phenomena in kaolinite clay: Molecular simulation,homogenization analysis and similitude law

Kaolinite is a common clay mineral. It is a nanomaterial with a platelet crystalline structure. In order to analyze the behavior of kaolinite, its microscopic structure and material properties must be specified correctly. A molecular dynamics (MD) simulation is used for determining the microscale properties of hydrated kaolinite, and these properties are introduced into a multiscale homogenization analysis (HA). We previously developed such an MD/HA technique to investigate seepage, diffusion, sorption and consolidation in bentonite clay (Proceedings of the Science Basis for Nuclear Waste Management, Davos, Switzerland, vol. XXI. Material Research Society: Warrendale, PA, 1997; 359–366; Eng. Geol. 1999; 54 :21–31; Eng. Geol. 2001; 60 :127–138; Coupled Thermo‐Hydro‐Mechanical‐Chemical Processes in Geo‐systems. Elsevier: Amsterdam, 2005; 457–464). We here apply the method to kaolinite clay to investigate the permeability, diffusion and related similitude law. The obtained results are supported by existing experimental data. Copyright © 2008 John Wiley & Sons, Ltd.     

Neural network modelling for mean velocity and turbulence intensities of steep channel flows

The main purpose of this study is to evaluate the potential of simulating the profiles of the mean velocity and turbulence intensities for the steep open channel flows over a smooth boundary using artificial neural networks. In a laboratory flume, turbulent flow conditions were measured using a fibre‐optic laser doppler velocimeter (FLDV). One thousand and sixty‐four data sets were collected for different slopes and aspect ratios at different locations. These data sets were randomly split into two subsets, i.e. training and validation sets. The multi‐layer functional link network (MFLN) was used to construct the simulation model based on the training data. The constructed MFLN models can almost perfectly simulate the velocity profile and turbulence intensity. The values of correlation coefficient (γ) are close to one and the values of root mean square error (RMSE) are close to zero in all conditions. The results demonstrate that the MFLN can precisely simulate the velocity profiles, while the log law and Reynolds stress model (RSM) are less effective when used to simulate the velocity profiles close to the side wall. The simulated longitudinal turbulence intensities yielded by the MFLN were also fairly consistent with the measured data, while the simulated vertical turbulence intensities by the RSM were not consistent with the measured data. Copyright © 2007 John Wiley & Sons, Ltd.