基于岩石变形声发射实验结果讨论岩石失稳的可预测性

根据室内岩石变形声发射实验结果,计算了声发射序列的地震非均匀度GL值,并以此探讨了岩石破裂失稳的可预测性。在双轴压缩、等速率加载条件下,含障碍体断层、挤压雁列断层和Ⅲ型剪切断层等非连续岩石标本在临近滑动失稳前,声发射活动均出现了显著的均匀—非均匀的状态变化,表现为GL值出现持续大于1的异常变化,GL值异常的位置与破裂成核部位相重合,并与断层走向一致;改变统计窗长、窗内分割数及能级统计下限计算声发射序列的GL值,结果表明,GL值计算结果具有一定的稳定性。综合分析认为,地震非均匀度(GL值)可以较好地刻画岩石失稳前夕因破裂成核导致的声发射活动在时间分布上的状态变化,GL值持续异常是岩石失稳的显著性标志,对预测岩石失稳具有较好的指示意义。     

北方出现5次沙尘天气过程 华北、西北旱情持续或发展

3月，全国平均气温比常年同期偏高，平均降水量比常年同期偏少。月内，我国北方地区出现了5次沙尘天气过程，9—12日出现了今年以来最强的一次强沙尘暴天气过程；华北、黄淮、西北地区东部及内蒙古东南部、云南干旱持续或发展；中旬，强冷空气影响我国大部地区，江西、贵州等地的部分农作物遭受冻害。     

边坡稳定性分析及治理设计软件Slide CAD的开发

以软件易用性为指导,系统阐述了Slide CAD的设计开发思路和主要功能。该软件以交互式输入为主,包括前处理,求解器,后处理3大模块。提供一系列滑面计算方法与搜索算法。同时为边坡治理提供对悬臂,锚索,“人”字型抗滑桩等优化设计计算。     

Genetic Programming Approach for Predicting Surface Subsidence Induced by Mining

INTRODUCTIONThe study of surface subsidence resulting fromunderground mining holds significance in view ofbeneficial effects on national economy and people’sliving conditions.As is known,a large quantity ofminerals need to be exploited for modernization con-struction.Mining leads to surface subsidence,someunderground engineering and production facilities aredestroyed accordingly,which blocks the developmentof production and retards people’s living standard.To solve this contradiction,su…     

陕北奥陶纪米脂—绥德岩盐田米脂姬家峁矿区O_2m_5~6亚段岩盐资源及开采条件评价

在充分分析米脂—绥德岩盐田地质特征的基础上,对位于其中部的米脂姬家峁矿区O2m65亚段盐矿层赋存特征进行了研究,预测了矿区O2m65亚段岩盐资源储量,并对其开采条件进行了评价。     

湿度小的晴夜成霜分析

通过对滑县2005年12月两次低湿天气条件下成霜个例分析发现，在相对湿度较小的晴夜，只要地面或近地物有足够的辐射冷却条件、贴地层有适当的水汽供应，仍可有霜形成。     

河南冷水北沟铅锌银矿床流体包裹体研究及矿床成因

河南栾川冷水北沟铅锌银矿床位于华北克拉通南界栾川断裂北侧。矿床赋存于中-晚元古代浅变质碎屑岩建造中,受断裂控制,矿体呈脉状;矿石主要由金属硫化物,少量石英和碳酸盐组成;围岩蚀变和成矿过程分为4个阶段,以石英- 黄铁矿组合(Ⅰ阶段)、黄铁矿-闪锌矿组合(Ⅱ阶段)、多金属硫化物(Ⅲ阶段)和碳酸盐(Ⅳ阶段)为标志。包裹体研究表明,成矿流体为含 CH_4的碳水体系,盐度为0.22～13.8 wt% NaCl eqv.。从早到晚,流体包裹体均一温度为420℃～340℃(Ⅰ)、370℃～280℃(Ⅱ)、320℃～260℃(Ⅲ)和<260℃(Ⅳ)。Ⅰ、Ⅱ阶段的流体盐度低于8 wt% NaCl eqv.,Ⅲ阶段增高至13.8 wt%NaCl eqv.,甚至偶见子晶。Ⅰ、Ⅱ阶段的流体包裹体均一压力分为两组,即180～200MPa 和70～80MPa,代表着深约8km 的静水与静岩压力系统的共存或交替;Ⅲ阶段只有70～80MPa 一组压力,指示开放环境注入的静水压力体系。Ⅰ、Ⅱ阶段静岩与静水压力系统的交替现象完全吻合于断层阀模式,含 CH_4的 CO_2-H_O 流体的脉动沸腾消耗了流体成矿系统热能,并使盐度不断增高、成矿。该认识可被Ⅱ阶段广泛存在的沸腾流体包裹体组合证明,也与流体包裹体成分类型、矿物共生组合特征、矿石组构的规律演化相一致。以上表明,冷水北沟是一个典型的形成于碰撞造山挤压向伸展转变期的造山型 Pb-Zn-Ag 矿床实例,成矿机理可由碰撞造山成岩成矿与流体作用模型(即 CMF 模式)所解释。     

Change of Gas Hydrate Reservoir and Its Effect on the Environment in Xisha Trough since the Last Glacial Maximum

In this article, Milkov and Sassen’s model is selected to calculate the thickness of the gas hydrate stable zone (GHSZ) and the amount of gas hydrate in the Xisha (西沙) Trough at present and at the last glacial maximum (LGM), respectively, and the effects of the changes in the bottom water temperature and the sea level on these were also discussed. The average thickness of the GHSZ in Xisha Trough is estimated to be 287 m and 299 m based on the relationship between the GHSZ thickness and the water depth established in this study at present and at LGM, respectively. Then, by assuming that the distributed area of gas hydrates is 8 000 km2 and that the gas hydrate saturation is 1.2% of the sediment volume, the amounts of gas hydrate are estimated to be ~2.76×1010 m3 and ~2.87×1010 m3, and the volumes of hydrate-bound gases are ~4.52×1012 m3 and ~4.71×1012 m3 at present and at LGM, re- spectively. The above results show that the thickness of GHSZ decreases with the bottom water tem- perature increase and increases with the sea level increase, wherein the effect of the former is larger than that of the latter, that the average thickness of GHSZ in Xisha Trough had been reduced by ~12 m, and that 1.9×1011 m3 of methane is released from approximately 1.1×109 m3 of gas hydrate since LGM. The released methane should have greatly affected the environment.     

Temporal and spatial dynamical simulation of groundwater characteristics in Minqin Oasis

Application scope of geostatistics has been gradually extended from original geologic field to soil science and ecological field, etc. and its successful application results have been widely demonstrated. But little information is reported as to the direct use of geostatistical method to work out the distribu- tion map of groundwater characteristics. In this paper the semivariogram of geostatistics, in combina- tion with GIS, was used to quantitatively study the spatial variation characteristics of groundwater table depth and mineralization degree and their relation to the landuse changes. F test of the used spherical model reached a very significant level, and the theoretical model can well reflect the spatial structural characteristics of groundwater table depth and mineralization degree and achieve an ideal result. This shows that the application of the method in the dynamical simulation of groundwater is feasible. And this paper also provides useful reference for the application of geostatistics in the study of the dy- namical variations of groundwater resources in the oasis.     

A new analytical solution of tidal water table fluctuations in a coastal unconfined aquifer

This paper presents a new perturbation solution of the non-linear Boussinesq equation for one-dimensional tidal groundwater flow in a coastal unconfined aquifer. Built upon the work of Parlange et al. [Parlange, J.-Y., Stagnitti, F., Starr, J.L., Braddock, R.D., 1984. Free-surface flow in porous media and periodic solution of the shallow-flow approximation, J. Hydrol., 70, 251–263], the solution adopts a new perturbation parameter that is by definition less than unit, and thus is applicable to a wider range of physical conditions within the constraint of the Boussinesq approximation. This approach avoids a secular term in the third-order perturbation equation of Parlange et al. (1984), enabling the derivation of the third- and higher-order solutions. In comparison with a numerical (“exact”) solution, the new perturbation solution is shown to be slightly more accurate than that of Parlange et al. (1984) with the second-order approximation. The obtained third-order solution exhibits considerable improvement in accuracy. In relatively simple analytical forms, the present perturbation solution will help to understand better the non-linear characteristics of tidal water table fluctuations in as modeled by the non-linear Boussinesq equation coastal unconfined aquifers.