A numerical procedure for predicting rainfall‐induced movements of active landslides along pre‐existing slip surfaces

A numerical model to predict landslide movements along pre‐existing slip surfaces from rainfall data is presented. The model comprises: a transient seepage finite‐element analysis to compute the variations of pore water pressures due to rainfall; a limit equilibrium stability analysis to compute the factors of safety along the slip surface associated with transient pore pressure conditions; an empirical relationship between the factor of safety and the rate of displacement of the slide along the slip surface; an optimization algorithm for the calibration of analyses and relationships based on available monitoring data. The model is validated with reference to a well‐monitored active slide in central Italy, characterized by very slow movements occurring within a narrow band of weathered bedrock overlaid by a clayey silt colluvial cover. The model is conveniently divided and presented in two parts: a groundwater model and a kinematic model. In the first part, monthly recorded rainfall data are used as time‐dependent flow boundary conditions of the transient seepage analysis, while piezometric levels are used to calibrate the analysis by minimizing the errors between monitoring data and computed pore pressures. In the second part, measured inclinometric movements are used to calibrate the empirical relationship between the rate of displacement along the slip surface and the factor of safety, whose variation with time is computed by a time‐dependent stability analysis. Copyright © 2007 John Wiley & Sons, Ltd.     

Casiofx-4800p计算器路线测量计算程序

为了满足现场完成计算的需要,采用线路测量中桩、边桩放线的Casiofx-4800p计算器程序,运用该程序可以根据测量需要进行直线、圆曲线、缓和曲线中桩坐标和构筑物任意位置坐标计算,方便快捷,值得推广。     

浅谈应用软件安装程序的制作

本文论述了一个安装程序应具备的基本功能,介绍了常用的安装程序制作工具及其特点,并以流行的安装程序制作工具InstallShield为例,结合实例介绍了制作应用软件安装程序的方法与步骤。     

RGMAP系统在1:5万矿调中的应用

采用数字填图系统(RGMAP)开展区域地质矿产调查,已成为今后工作的必须手段.针对15万矿调中路线地质矿产调查、化探异常查证、矿(化)点踏查和检查评价等传统的矿产调查工作内容,就如何充分利用数字填图系统提供的数据模型与"3S"技术平台,提高矿调工作效率与精度,结合野外数据采集与室内数据综合应用进行了尝试性地探讨.     

浅水流动计算中—阶有限体积法Osher格式的实现

近年来,一阶有限体积法Osher格式已在二维浅水明流的一批模型问题和应用实例中获得成功。本文首次讨论其算法实现的种种问题。核心是建立单元水力模型-阶梯流,在数学上可用一类特殊的黎曼问题来描述。将该问题化作气体动力学中的黎曼问题近似求解,然后对结果加以校正。还在理论分析和数值试验的基础上详细讨论了各种外部边界条件、内部边界和动边界的处理,构成完整的算法。     

京珠高速公路粤境北段路堑高边坡失稳防治研究

京珠高速公路粤境北段地形条件十分复杂，被世界银行专家称为“中国最具挑战性的公路项目”。文章介绍了针对此项目开展的路堑高边坡失稳防治研究情况，着重介绍了该项研究的技术路线，以及为预防路堑高边坡失稳开展的系列研究。即：①路堑高边坡工程地质条件；②按常规所做原设计的堑坡稳定性；③路堑高边坡设计方案；④路堑高边坡施工工艺；⑤动态监测；⑥动态设计。研究与设计施工密切配合，及时将研究成果应用到工程实践中，取得很好的效果。     

应用毒性淋溶提取法评价天津市某工业用地及周围农田土壤中重金属生态风险

毒性淋溶提取法(TCLP)是美国法定的一种生态环境风险评价方法,通过提取土壤中的重金属有效态判断土壤重金属污染状况和评估污染区域生态风险。本文应用TCLP法提取天津市某工业园区内及周围农田土壤中的有效态Cu、Pb、Zn、Cd,采用电感耦合等离子体质谱法和原子吸收光谱法分别测定重金属全量和有效态,结合单项污染指数和内梅罗综合污染指数评价了重金属生态风险。结果表明:研究区Zn是首要污染物,主要来源于镀锌厂、金属制品厂和电镀厂,其次是Pb和Cu污染,Cd无污染;Pb、Zn可能具有同源性或伴生关系;大部分土壤处于安全水平,重金属污染率不到30%,但农田土壤出现了Zn的轻度污染。重金属全量是影响重金属有效态含量较大的因素,当Zn全量大于环境质量标准限值(300 mg/kg),Pb全量大于80mg/kg时,有效态Zn、Pb与其全量均呈正相关。因此,可以使用TCLP法将土壤重金属全量与有效态进行量化评价重金属生态风险。     

海洋和海岸工程可靠度分析的几个问题

研究可靠度分析中的几个重要问题：１．直接求解非高斯过程、具有不同相关性的多变量情况下的结构失效概率问题；２．荷载的不确定性分析及其订正；３．荷载的相关性对结构失效概率的影响及灵敏度分析．作为实例对直立堤和导管架平台进行计算．     

On finite volume method implementation of poro‐elasto‐plasticity soil model

Accurate prediction of the interactions between the nonlinear soil skeleton and the pore fluid under loading plays a vital role in many geotechnical applications. It is therefore important to develop a numerical method that can effectively capture this nonlinear soil‐pore fluid coupling effect. This paper presents the implementation of a new finite volume method code of poro‐elasto‐plasticity soil model. The model is formulated on the basis of Biot's consolidation theory and combined with a perfect plasticity Mohr‐Coulomb constitutive relation. The governing equation system is discretized in a segregated manner, namely, those conventional linear and uncoupled terms are treated implicitly, while those nonlinear and coupled terms are treated explicitly by using any available values from previous time or iteration step. The implicit–explicit discretization leads to a linearized and decoupled algebraic system, which is solved using the fixed‐point iteration method. Upon the convergence of the iterative method, fully nonlinear coupled solutions are obtained. Also explored in this paper is the special way of treating traction boundary in finite volume method compared with FEM. Finally, three numerical test cases are simulated to verify the implementation procedure. It is shown in the simulation results that the implemented solver is capable of and efficient at predicting reasonable soil responses with pore pressure coupling under different loading situations. Copyright © 2015 John Wiley & Sons, Ltd.