早子沟金矿矿石质量特征、选矿试验研究及选别效果

本文依据早子沟金矿矿区勘查及选矿工艺矿物学研究资料,从金矿石的结构构造、矿石类型、矿物成分、金的赋存状态及其主要载体矿物的嵌布特征、共伴生组分等方面综述了矿石质量特征,重点分析了以上矿石质量特征要素对选矿的影响;简述了选矿试验研究的成果及选别效果。矿区矿石工艺类型属少硫化物微细粒浸染型含金矿石,金的赋存状态复杂,利用重选—浮选中矿再磨的重浮联合流程可获得较理想的选冶回收指标。     

基于高密度电阻率法的土体干缩裂隙动态发育过程精细监测研究

土体在气候作用下发育干缩裂隙是一种常见的自然现象,裂隙的存在会极大弱化土体的工程性质,诱发许多岩土与地质工程问题。为了实时掌握黏性土中干缩裂隙网络的发展状态,提出了一套基于高密度电阻率层析成像技术（ERT）的土体干缩裂隙动态发展过程精细监测方法。分别开展模型试验及原位试验,利用自行研制的测定系统持续采集电流-电位差数据,随后利用自行开发的有限元法电阻率层析成像（FemERT）系统进行数据处理,获取了裂隙网络在不同发育阶段的空间分布特征。结果表明：（1）ERT可以实现土体裂隙发育过程的精细监测,具备监测三维裂隙网络几何形态的能力,裂隙宽度的识别精度达到毫米级,裂隙深度的识别精度达到厘米级;（2）ERT的感度分布特征解释了裂隙发育对于土体电阻率的影响规律,测定电阻值时程曲线因裂隙产生位置的不同而呈现不同的变化规律;（3）反演电阻率及其相对变化率（Rev）可以直观表征裂隙网络在不同阶段的空间几何形态,凸显裂隙动态发育过程对于土体导电性的影响。     

The complex nonlinear systems with fractal as well as chaotic dynamics of annual runoff processes in the three headwaters of the Tarim River

This paper attempted to identify fractal and chaotic characteristics of the annual runoff processes in headwaters of the Tarim River. Methods of fractal analyses were used to explore several aspects of the temporal changes from 1957 to 2002. The main findings are as follows: (1) The annual runoff processes of the three headwaters of the Tarim River are complex nonlinear systems with fractal as well as chaotic dynamics. (2) The correlation dimensions of attractor derived from the time series of the annual runoff for the Hotan, Yarkand and Aksu rivers are all greater than 3.0 and non-integral, implying that all three rivers are chaotic dynamical systems that are sensitive to initial conditions, and the dynamic modeling of their annual runoff process requires at least four independent variables. (3) The time series of annual runoff in each river presents a long-term correlation characteristic. The Hurst exponent for the period of 1989 to 2002 suggests that we may expect to see an increasing trend in the annual runoff of the Aksu and Yarkand rivers in the years after 2002, but a decreasing tendency for the Hotan River in the same period.     

Tempo-spatial rupture process of the 1997 Mani, Xizang (Tibet), China earthquake of MS=7.9

IntroductionAnearthquakeofMs=7.9occurredinMaul,Xizang(Tibet),Chinaat10:02f55.4(UTC),No')ember8.1997.TheepicenterdeterminedbyChinaNationalSeismographNetwork(CNSN)is87.33"E.3>.26'N,thefocaldepthis40km,andthemagnitudeisMs=7.4.Accordingtothedeterllllnati...     

白山市三道阳岔铁矿床磁铁矿工艺矿物学研究

磁铁矿工艺学研究主要为白山磁铁矿在后期详查,开采,选矿方面,提供科学依据,对其进行了工艺学研究,研究结果表明:矿石中可供回收的主要金属矿物为磁铁矿,其他均达不到综合利用指标。     

太平洋中部微生物与多金属结核的生成关系

作者采用洋底水-岩-微生物相互作用系统的观点首次对太平洋中部洋底多金属结核开展了微生物成矿作用的研究。通过洋底各介质中微生物活动与多金属结核生成机制、成矿物质转化的微生物作用及化学作用对比模拟实验研究、观察和测定系统中成矿物质浓度及环境参数的变化,揭示了成矿组分由微生物活动引起的反应速度和演变方向;从微生物地球化学作用的观点,论证了多金属结核微生物成矿机制和成矿模式;提出了多金属结核微生物成矿阶段和成矿理论。     

Shear Alteration, Mass Transfer and Gold Mineralization: An Example from Jiaodong Ore Deposit Concentrating Area, Shandong, China

Since Ramsay and Graham (1970 ) system atically deliv-ered study results of ductile shear zone,the study on shearzone has been put forward rapidly and has obtained greatachievements.After the“gold- bearing shear zone” type ofmetallogenic model proposed by Bonnemaison(1986 ) ,lots ofstudies showed that large gold- bearing shear zone system,which underwent multi- stage and multi- level tectonic- m inerl-ization evolution,is a complex deformational metam orphic ge-ological body with different d…     

Main technical innovations of Songke Well No.2 Drilling Project

Songke Well No.2, one of the main part of the scientific drilling project in Songliao Basin, which was drilled 7018 m and acquired the part of cores continuously from the Low Cretaceous to the Carboniferous and the Permian from the 2843 m deep, can be considered as the deepest continental drilling project in Asia. Aiming at the features of longer well sections, larger diameters and multiple spud-ins for coring of Songke Well No.2, this project broke through the “coring in small diameter and reaming in large diameter” spud-in drilling-completion procedures which are always used in large-diameter-well coring for continental scientific drilling projects in domestic and overseas and the drilling method of short-single-cylinder roundtrip footage. At the same time, “coring in the same diameter and completing drilling at one single diameter” was achieved at all φ311 mm and φ216 mm coring sections of more than one thousand meters long, high-efficient operation with “drilling long footage with drill tools combined in multi-cylinders” was achieved at deep coring section. Four world drilling records were created which include more than a thousand meters continuous coring at φ311 mm, and the footage per roundtrip footage at φ311 mm, φ216 mm and φ152 mm is all more than 30 m, all of these breakthroughs reduced at least 300 days for this project; moreover, considering the characteristics of formations that the geothermal gradient is high in the drilled sections and the inside-well temperature is over 240°C after drilling completion, a formate-polymer water-based mud system was developed by compounding attapulgite and sodium bentonite and by adding independently developed high-temperature stabilizer, which can provide critical technical support for successful well completion at 7018 m in the super-high-temperature environment It is the first time that the water-based mud is operated at the working temperature higher than 240°C in China; Besides, considering the high-quality requirement on cores imposed by the project, the method “mechanical cored is charge” to discharge core nondestructively on the ground was worked out, and more than 4000 m scatheless cores were discharged out of the drill pipes while maintaining original stratum structures.     

层状地基静压桩贯入过程机理试验

通过在多层软粘土地基中静力压入单桩的室内模型试验,对模型桩在整个沉桩过程中压桩力、桩动端阻力及桩动侧阻力随桩贯入深度的变化情况进行了研究,获得了桩在贯入不同土层分界面时阻力的变化规律以及桩周土体应力的分布特征。并对开口管桩和闭口管桩贯入试验情况进行了比较分析,揭示了不同桩端形式桩在贯入过程中桩动侧摩阻力的发展规律,以及分层土体中开口管桩贯入过程中土塞的变化情况。试验结果表明：在粘性土中沉桩时,压桩阻力主要来自桩端向下穿越土体产生的端阻力,而侧摩阻力较小;由于桩侧水平应力的释放使得同一深度点上的动摩阻力随着桩的下沉表现出不同程度的降低,出现摩擦疲劳。     

Experimental study on strain field evolution around a simulated thrust fault

Earthquakes result from continuous geodynamic processes. A topic of significant interest for the scientific community is to elaborate on the phenomena governing the faulting and fracturing of crustal rocks. Therefore, in this study, uniaxial compressive shear failure experiments were conducted on Fangshan marble rock samples with a prefabricated slot to simulate thrust faulting. The center of each marble plate (105 mm × 80 mm × 5 mm) was engraved with a 30-mm long double-sided nonpenetrating slot (depth: 2 mm, width: 0.5 mm). The deformation and destruction processes of the rock surface were recorded using a high-speed camera. The digital image correlation method was used to calculate the displacement and strain distribution and variation at different loading stages. The accumulative and incremental displacement fields u and v , strain field e_x and e_y, and shear strain e_xy were analyzed. When the loading level reached its ultimate value, the strain field was concentrated around the prefabricated slot. The concentration reached a maximum at the ends of the prefabricated slot. The magnitude of shear strain reached 0.1. This experiment contributes to our understanding of the dynamic process of active faulting.