重庆市巫山县环湖路建设对淀粉厂滑坡影响的研究

重庆市巫山县环湖路地质条件十分复杂,沿线经过十几个地质灾害单元体。环湖路经过淀粉厂滑坡区时,以半挖半填的方式经过。环湖路建设对原滑坡体的稳定性影响进行重新评价计算,认为原设计方案不能满足要求,对原方案进行修改设计,完成淀粉厂滑坡的施工治理的环湖路的建设,实现了淀粉厂滑坡和环湖路工程建设的安全稳定。     

席状岩浆房中的岩浆冷却及动力稳定性

关于岩浆房中岩浆的结晶分异方式一直存在着争议,其基本矛盾在于对岩浆冷却历史及热不稳定性可能引起的对流形式的理解各不相同。本文在充分考虑席状岩浆房的基本物理特征的基础上,建立了稳定岩浆体系的动态冷却模型,并以攀枝花层状岩体为例,计算了相应的温度场、密度场及粘度场。同时,提出了一种基于能量守恒的、对热不稳定性进行分析的新方法。计算了热不稳定性可能引起的对流强度、对流区域及对流时间,并深入讨论了在一定的热不稳定状态下,不同的岩浆屈服强度对对流特征参量的影响。结果表明,在该岩体的整个固化过程中,如果曾发生过自发对流,其对流也是极微弱而短暂的,不会影响中下部岩浆房中岩浆的固化和结晶。这一结论与对该岩体的实际观察相符。     

变形体的稳定性及其定量分析方法初探

变形体的稳定性是变形体性质的重要内容，它是工程实际中极为关注的问题，但从变形监测的角度上来分析变形的稳定性目前在国内外还未见任何实质性的报导。本文讨论了从变形监测角度上分析变形体稳定性的一般方法，进行变形稳定性的分类，初步研究了变形体稳定性的定量分析方法，定义了一系列量化指标，如稳定度、因素的影响域与因素的稳定域等。这些有利于把稳定性分析推向应用和深入，从而提高变形监测在变形体定性分析中的地位，增     

黄河下游悬河稳定性因素分析

黄河悬河的形成是自然营力与人为因素综合作用的产物.悬河的稳定性关乎黄河下游广大人民的生命财产安全.从地学角度出发,论证了影响黄河悬河稳定性的因素:①地质构造控制机制;②河流地貌的影响;③河床质与土体结构;④流动力地质作用;⑤治理工程对悬河稳定性的影响.     

An analysis of storm-induced landslides in colluvial soils overlying mudrock sequences, southeastern Ohio, USA

In late-June, 1998, a series of thunderstorms dropped 16.5 cm (6.5 in.) of rain in a 72-h period over southeastern Ohio, causing extensive flooding, six deaths, and 179 million dollars in property damage. The storms also triggered more than 60 shallow landslides along a 64 km (40-mi) stretch of Interstate 77 between Buffalo and Marietta, Ohio. Almost all of the landslides were translational, occurring along the contact between colluvial soils and the underlying bedrock (shales, claystones, mudstones). Six sites were selected in the affected area for a detailed study of the shallow landslides. At each site, a record was made of the stratigraphy, slope geometry, number of landslides, landslide dimensions, hydrologic conditions, and influence of vegetation on landslide distribution. Both colluvial soils and underlying bedrock were sampled for laboratory investigations, which included determination of natural water content, grain size distribution, Atterberg limits, permeability, slake durability, and shear-strength parameters. Data from laboratory tests were used to perform sensitivity and stability analyses with respect to varying slope angles, strength parameters, and thicknesses of saturated colluvial soil. The results of the study indicate that the shallow landslides along Interstate 77 occurred when the colluvial soils reached 90% to 100% saturation, depending upon the slope angles.     

武当山隧道进口处滑坡稳定性分析与研究

对武当山隧道进口处Ⅰ号和Ⅱ号滑坡稳定性主要影响因素进行了分析,采用传递系数法对Ⅰ号和Ⅱ号滑坡在天然及饱和状态下的稳定性进行定量计算,利用Flac3d软件对Ⅰ号滑坡在天然及饱和状态时的应力应变进行数值模拟研究.综合分析认为,降雨入渗是加剧武当山隧道进口处滑坡活动触发因素.为保证襄渝铁路运营安全,建议对Ⅰ号滑坡进行削坡处理,对Ⅱ号滑坡在前缘设置抗滑桩进行处理.     

Changes in Land Use and Agricultural Production Structure Before and After the Implementation of Grain for Green Program in Western China–Taking Two Typical Counties as Examples

Soil erosion becomes a serious environmental problem in the world, especially in western China. An effective management practice called the Grain for Green Program （GGP）, which was launched in 1999, aims to reduce soil and water loss and alleviate the ecological environment problem in western China. Two typical counties in western China, the Zhongxian （in Chongqing Municipality） and Ansai （in Shaanxi Province） were chosen to evaluate the dynamic changes of land use and agricultural production structure before and after the implementation of the Program in this paper. The results showed that the cultivated land area was reduced by 7.08% from 1989 to 2003. The cultivated land per person was decreased by 8.42% during 1999-2003. Moreover, the stability index of the secondary sector of the economy was increased from 0.91 in the period 1990-1999 to 0.94 in the following ten years. In addition, the stability index of tertiary economic sector increased from 0.88 to 0.92 in Zhongxian county. Meanwhile, the cultivated land area was reduced by 15.48% from 1990 to 1999. The soil erosion modulus was decreased by 33.33% from 1999 to 2006. Also, the stability index of secondary and tertiary economic sectors was 0.86 in the period 1998-2002. However, it decreased by 77% during 2002 to 2007 in Ansai County. These results imply that the Grain for Green Program had different impact on the two regions. Several effective strategies of soil and water conservation have been carried out to ameliorate the sustainable development of ecological environment and economy in these two counties of western China.     

顾及基准站坐标动态特性与稳定性的区域框架构建

基准站受构造运动与非线性因素的影响,如何构建高精度、现势性强的精细区域框架是位置服务与形变分析的的关键.笔者提出顾及基准站坐标动态特性与稳定性的区域框架构建方法.以我国西部与东部某城市的多年连续运行基准站数据为例进行试算比对,试验结果表明:该方法是可行的,较好地顾及了基准站的坐标特性与非线性影响,考虑了基准站的垂直运动规律,可构建高精度的区域基准,可发现区域基准的微动态变化.     

国产WSP—2半米平面光栅测定超痕量金方法介绍

本文叙述了国产半米平面光栅光程短、光强好、谱线锐度佳的特点,通过最佳条件选择,改进分析方法,使其测金灵敏度为3×10~(-9)g,取样10g可测定含金量范围为0.3—1000ppb,取得了很好的效果。     

基于Richards传导方程的降雨型浅层滑坡稳定性分析

基于描述流体在多孔介质中毛细传导行为的Richards方程,Iverson（2000）推导了斜坡中任意深度处的孔隙水压力对降雨入渗的响应方程,本文在此基础上进一步推导了降雨型浅层滑坡稳定性计算表达式。该表达式考虑了坡体非饱和区饱和度和坡体重度在降雨入渗过程中的变化。算例结果表明：降雨入渗过程中浅层滑坡稳定性系数逐渐降低,且在降雨停止后的较短时间内达到最小值,之后逐渐增大,但增大速率比降低速率要低。这种变化趋势在不同初始地下水位竖向埋深情况下是一致的,但稳定性系数随初始地下水位竖向埋深增大而减小。降雨历时和降雨入渗率对浅层滑坡的稳定性均有显著影响,表现为降雨历时和降雨入渗率越长（大）,稳定性系数降低幅度越大,但后者的影响受到滑坡体竖向渗透系数的控制。