新疆和田普阳煤矿开采技术条件分析

和田属南疆严重缺煤地区,布雅煤矿区是和田地区的主要煤产地。普阳煤矿含煤地层为侏罗系下统康苏组和侏罗系中统杨叶组。井田水文地质类型属孔隙、裂隙类简单型;工程地质类型属层状岩类复杂型;环境地质质量中等。     

山东张宝庄铁矿水文地质特征研究

张宝庄铁矿矿床位于当地侵蚀基准面以下,呈似层状,倾角多在45°以上,埋深20～888m。对矿区3个主要含水层及其之间的水力联系进行分析,这3个含水层分别为第四纪全新世冲洪积孔隙水含水层、基岩风化裂隙水含水层和泰山岩群变质岩构造裂隙水含水层,各含水层之间水力联系较弱。另外还研究了矿床充水因素、预测矿床正常涌水量和最大涌水量,在此基础上划分该矿区水文地质条件为中等类型。     

乞盖淖湖湖床垂向渗透系数试验研究

地下水与湖水的转化必须要通过湖床沉积物,因此湖床渗透系数是评价湖水与地下水定量转化关系的基础。以内蒙古伊金霍洛旗乞盖淖湖为例,首先分析了湖床沉积物的颗粒组成,然后利用现场渗透试验方法进行了野外试验,计算了湖床的垂向渗透系数。湖床沉积物粒径分析结果表明,湖床沉积物以粉细沙为主。湖床垂向渗透系数计算结果表明,各测点的平均垂向渗透系数介于0．83～13．59cm／d,表明乞盖淖湖床垂向渗透性能在空间上具有非均质性。该研究为定量计算地下水与湖水的转化关系提供了基础参数。     

Modelling the effect of rainfall on instabilities of slopes along highways

 During and after the very wet 1991/1992 winter experienced in Jordan, significant instabilities occurred in several sections of the new Irbid–Amman Highway in Jordan. A potential impact of surface and subsurface flow on the failed areas was noted. This paper is concerned with a hydrological study of the Irbid–Amman Highway, including watershed characteristics, hydrological data analysis, and hydraulic analysis of remedial works to failed areas and other parts of the highway drainage to minimize the impact of surface runoff and the effects of subsurface water with respect to the stability of the upslope and to limit the porewater pressure within the road formation. The study shows that the culvert capacity and the discharge velocity of the cross-highway drainage are deficient. Recommendations (e.g. gabion cascades) are therefore suggested to reduce drainage to the cross highway drainage structures. Grouting is suggested to stabilize the embankments above the inlets to culverts. Remedial drainage works are suggested for each major failed area. These include: culverts, table drain, drainage blanket beneath road formation, cut-off drains above cuttings, subsurface drains into the cut in the vicinity of springs, curtain drain beneath the lined table drain, and others. Received: 26 March 1997 · Accepted: 23 March 1998     

中国海洋地球物理进展

在中国地球物理学会50周年之际，总结海洋地球物理工作是十分重要的文章从中国海油气普查、近海工程地质调查。大洋多金属结核调查和中国海基础调查四个方面简要地阐述它们的进展。     

Simulation of hydraulic fracture propagation near a natural fracture using virtual multidimensional internal bonds

A virtual multidimensional internal bond (VMIB) model developed to simulate the propagation of hydraulic fractures using the finite‐element method is formulated within the framework of the virtual internal bond theory (VIB) that considers a solid as randomized material particles in the micro scale, and derives the macro constitutive relation from the cohesive law between the material particles with an implicit fracture criterion. Hydraulic pressure is applied using a new scheme that enables simulation of hydraulically driven cracks. When the model is applied to study hydraulic fracture propagation in the presence of a natural fracture, the results show the method to be very effective. It shows that although the in situ stress ratio is the dominant factor governing the propagation direction, a natural fault can also strongly influence the hydraulic fracture behavior. This influence is conditioned by the shear stiffness of the fault and the distance to the original hydraulic fracture. The model results show that when the fault is strong in shear, its impact on hydraulic fracture trajectory is weak and the hydraulic fracture will likely penetrate the fault. For a weak fault, however, the fracture tends to be arrested at the natural fault. The distance between the fault and the hydraulic fracture is also important; the fault influence increases with decreasing distance. The VMIB does not require selection of a fracture criterion and remeshing when the fracture propagates. Therefore, it is advantageous for modeling fracture initiation and propagation in naturally fractured rock. Copyright © 2010 John Wiley & Sons, Ltd.     

Excel VBA在测量数据处理中的应用

Excel是office办公软件中的一个组件,而VBA是office应用程序共享的一种通用的自动化语言,可以使常用的office应用程序自动化,并可以创建自定义的解决方案。本文对Excel2003的数据处理功能进行分析,论述通过Excel2003的VBA编辑器创建"宏"功能实现测量数据处理的优点;并结合道路工程中桩坐标及其放样数据计算实例,给出了通过VBA编程进行测量数据处理的方法。     

RTK工程放样方法在大比例尺数字测图中的应用

结合工程实例,对在空旷平坦的地块进行大比例尺数字测图时,利用RTK技术进行细部地物测量,辅以工程放样的方法测量地形点,并对测图作业的方法进行了探讨。     

微型无人机在“现代摄影测量实习”课程教学改革中的应用

“现代摄影测量实习”是中国地质大学(北京)土地科学技术学院测绘工程专业的重要实习课程,直接关系到学生的测绘技能培养。本文以笔者的教学实践为基础,从教学内容、教学方法、实践过程等方面探讨“现代摄影测量实习”实践中的教学改革问题,以帮助测绘工程专业学生获得良好的现代摄影测量技能,提高其就业与科研核心竞争力。     

改进切线模量的非线性弹性模型

为了更好的反映基坑开挖后土体的变形非线性特性,采用幂函数描述土体剪切过程中切线模量随主应力差值增大而衰减的过程。积分得到主应力差值和应变的数学表达式,其反映的数学规律符合一般土力学模型的要求。对应于不同的幂指数,该表达式可以很好拟合三轴试验应力-应变曲线。基于Duncan-Chang模型参数确定的方法,提出了本文模型参数的确定方法。在通用有限元软件基础上二次开发了模型的计算程序。应用于某基坑变形的计算结果表明,本文提出的模型比Duncan-Chang模型能更好的预测围护结构的变形。