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This paper adopted DRASTIC Method to analyze and assess the antipollution of the groundwater systems of 11 cities in Jiangxi Province based on their physical geography and geohydrologic condition.

本文简单介绍了江西省主要城市自然和水文地质概况,采用DRASTIC方法对11个城市的地下水系统防污性能进行了分析评价。

Based on hydrogeology in Shenyang area, this essay has made study on exploring underground reservoir in rain season besides making full use of river runoff, taking surface water back to underground, and establishing canal surface water and groundwater united exploring mathematics model, working out canal and well optimal plan.

依据沈阳地区水文地质条件,论文提出在适时充分利用外河区间径流的条件下,探求利用地下库容调蓄汛期雨洪,将地表余水引进回灌地下,并建立了渠灌区地表水、地下水联合运用数学模型,推求出渠井联合运用比较方案。

When production can be greater than production, give rise to a series of hydro-geological environment.

当开采量大于可开采量时,会引起一系列的水文地质环境问题。

So it is a real hydrogeology model.

因此,是一个真实的水文地质模型。

She is one of the earliest scholars who engaged in the study of environmental hydrogeology and groundwater management.

是我国最早从事环境水文地质和地下水资源管理研究的学者之一。

Groundwater environment engineering is a cross discipline of hydrogeology and environmental engineering.

"地下水环境工程"是水文地质与环境工程相结合的交叉学科。

Numeric simulation is one of the means to evaluate the groundwater quality and simulate the occurrence and development of natural hydrogeology process.

数值模拟方法是评价地下水水质、模拟自然界一些水文地质过程中发生和发展的主要手段之一。

So the systematically study of loess landslides are emergently needed. Based on detailed investigation and survey of characteristics of environmental geology, engineering geology, hydrometeorology in Tongchuan, the distribution characteristic and the outer, inner factor of loess landslides are studied; and it is concluded that the rainfall and artificial engineering activity are the leading causes of loess landslide among various factors. Through plenty of tests of soil samples, it is researched that the loess"s physical mechanics characteristics, the loess landslide"s formation mechanism and kinematics mechanism.

本文在详细调查和勘察铜川地区的环境地质、工程地质及气象水文特征的基础上,对黄土滑坡的分布特征和滑坡形成的内外因素进行了深入剖析,认为在各种影响因素中,大气降水和人类工程活动是铜川黄土滑坡的最主要的诱发因素;在采集大量的土样并进行试验的基础上,对黄土的物理力学特征和黄土滑坡形成机理、运动学机理进行了研究,推导出了滑坡运动机理中的孔压参数A_D、B_D分别与孔隙比和饱和度的统计关系。

Confirming the space place of weakness plane, potential failure model of slope and comprehensive choosing of rock mechanical properties are discussed in the paper. The blasting vibration is tested and the consults are analyzed by regression analysis, binging forward the velocity and acceleration attenuating law of slope rock mass. The stability of two typical slope profile and sensitivity-analysis of the influence blasting vibration to slope stability are analyzed by Sarma method. Bring forward the technical measures of reducing the influence of blasting vibration to slope stability.

本文针对兰尖矿营盘山高陡边坡的工程地质特点,查明其边坡工程、水文地质条件,弄清控制边坡稳定性的F_(108)、ω_6、泥化夹层等软弱结构面的空间位置和边坡潜在的破坏模式以及岩石力学指标的综合选取;对生产爆破振动进行了测试,并对测试结果进行了回归分析,得出边坡岩体质点振动速度及加速度的衰减规律;用Sarma法对两个典型的边坡剖面进行了稳定性分析和爆破震动对边坡稳定性影响的敏感性分析;提出了降低爆破震动对边坡稳定性影响的技术措施。

Against the compound transformation problem of existed shield tunnel under construction of foundation pit of the Beixinqiao station in Beijing No.5 subway line, by ANSYS, combining with geological condition and according to the different working condition, three-dimensional numeric models are built and the emulation of the construction process is carried on.

针对北京地铁五号线地铁车站基坑施工条件下既有盾构隧道的复合变形问题,基于ANSYS,结合场地的水文地质和工程地质条件,按照不同的工况建立了三维数值模型,并进行了施工过程的模拟通过对结果的对比和分析,揭示了在不同施工状态下,基坑周围土体、支护结构及既有盾构隧道之间相互作用的过程和机理,以及由此引起的围岩变形的分布与变化规律。

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