植物特征与某滑坡坝形成时间和稳定性关系

植物生长受其生长环境的影响，一定的生长情况，反映了其生活环境。在环境、生物、地质等学科，通过对植物种属、生长形态等分析，可以表明其生活环境的某些特征。在地质上，马刀树的存在是滑坡存在一个典型证据，生存时间较长的树，是其生活地区的活化石，对其进行分析，可以论证地质体的稳定性，在自然风景区和国家保护区，这种方法是非常具有应用价值的。本文通过对某一保护区的滑坡坝顶部生长的树木分析，确定其形成时间，这同其它调查结果是一致的。计算分析表明滑坡坝在形成后处于稳定状态，它同植物生长特征符合。表明这种分析方法是一种简易实用的方法，对其它工程也有借鉴意义。     

Assimilation of IRS-P4 (MSMR) meteorological data in the NCMRWF global data assimilation system

Oceansat-1 was successfully launched by India in 1999, with two payloads, namely Multi-frequency Scanning Microwave Radiometer (MSMR) and Ocean Color Monitor (OCM) to study the biological and physical parameters of the ocean. The MSMR sensor is configured as an eight-channel radiometer using four frequencies with dual polarization. The MSMR data at 75 km resolution from the Oceansat-I have been assimilated in the National Centre for Medium Range Weather Forecasting (NCMRWF) data assimilation forecast system. The operational analysis and forecast system at NCMRWF is based on a T80L18 global spectral model and Spectral Statistical Interpolation (SSI) scheme for data analysis. The impact of the MSMR data is seen globally, however it is significant over the oceanic region where conventional data are rare. The dry-nature of the control analyses have been removed by utilizing the MSMR data. Therefore, the total precipitable water data from MSMR has been identified as a very crucial parameter in this study. The impact of surface wind speed from MSMR is to increase easterlies over the tropical Indian Ocean. Shifting of the positions of westerly troughs and ridges in the south Indian Ocean has contributed to reduction of temperature to around 30‡S.     

降雨对滑坡的作用机理及动态模拟研究

从动态分析和数值模拟两方面讨论了滑坡过程中的地下水作用机理和地下水动力场的时空分布问题，建立了二维极限平衡状态下的临界水位高度模型和描述滑坡剖面二维不稳定流动问题的动力学模型；以临界水位高度模型对重庆土台镇滑坡稳定性分析的研究结果表明，该滑坡的防治措施宜首先考虑地表水防渗和地下排水方案，在滑坡位移监测的同时更应考虑位移、降雨量、地下水动态三者的结合；采用数值模型计算了长江三峡库区鸡扒子滑坡因降雨入渗而引起的地下水动力场的时空分布，研究结果表明，地下水水位和流速场的时空演化过程与滑坡发生的时空特点基本吻合，当降雨达到46h时，滑坡体中地下水流向与滑动面倾向基本一致，尤其是在滑体底部出现潜水流，此时的地下水流动对滑坡稳定性最为不利。     

GIS支持的斜坡地质灾害空间预测系统框架设计

根据斜坡地质灾害研究特点和GIS软件的特点，提出了GIS支持下的斜坡地质灾害空间预测的技术路线，建立了具有不同功能的4个子系统组成的基于GIS的斜坡地质灾害空间预测系统；提出了数据库信息的标准和斜坡地质灾害区域空间预测评价指标体系；讨论了斜坡地质灾害预测及动态监测预测的建模、空间尺度和方法；并利用面向对象的高级编程语言研制开发了该系统，开发了与MAPGIS集成的常用的单体斜坡和区域斜坡稳定性预测模型及斜坡地质灾害工程地质信息非空间数据库和空间图形库。该系统将斜坡工程地质信息数据库与图形库、方法库紧密结合，将斜坡地质灾害区域预测与灾害点稳定性预测评价有机地联成一体。它既可以用作大范围的宏观决策，又可以为单体灾害防治提供必要资料；该系统具有可视性强、传输功能和复制功能强及信息可加工的特点，可达到充分利用资料信息，缩短模拟、评价周期和降低成本的目的；而且结果的可视化便于改善和提高管理部门的管理决策质量，为滑坡治理和城市规划建设提供快速服务。     

波速测试在高层建筑地基勘察中的应用--以遵义百货大楼岩土工程勘察为例

通过工程实例说明钻孔波速测试可定量划分岩体质量单元，确定岩体完整性系数，并利用岩体的完整性系数Kv作为同完整程度岩体承载力的类比指标。     

Estimating the windward slope profile of a barchan dune

A new theoretical scheme is presented to model the shape of a sand dune at equilibrium that does not require iterative calculations of the interaction between the wind flow and topography. The model is constructed by incorporating theory based on aerodynamics into a grain‐scale model that estimates the shear velocity at the dune crest through the calculation of the sand trapping efficiency of the slipface in the lee of the dune. Published field data, collected in southern Peru, California and southern Morocco, show that as a dune becomes higher the windward slope becomes steeper. For the model proposed, the wind flow over a dune was first assumed to be similar to that over a Gaussian hill. By further assuming a fixed shear velocity on the level surface, the windward slope angle and migration speed of dunes in southern Peru can be explained. To comply with all available data, some aspects are still open to further investigation. However the theoretical insight presented herein implies that the upper limit of dune height may be greater in windier environments.     

三峡库区巫山老城滑坡治理中土工合成材料应用研究

土工织物具有加筋、过滤、排水、隔离、防渗、防护作用。以巫山老县城沿江滑坡的性质、形态、结构特征、危害、成因机制和稳定性为基础，介绍了土工织物试验相关的工程地质参数。     

滑坡变形的模式识别

探讨利用变形模式的拓扑约束识别方法来识别滑坡块全的变形模式及其应用问题，并根据GPS多期监测数据对云阳宝塔滑坡体进行了块体识别与分析，实例证明，该方法对滑坡块体及块体变形参数的识别是有效的，其结果对于滑坡体的滑带弱化的扩展过程的认识及稳定性分析与监测系统，滑坡整治系统的设计具有一定的价值。     

Factors Controlling Seismic Susceptibility of the Sele Valley Slopes: The Case of the 1980 Irpinia Earthquake Re-Examined

Most of the documented slope failures triggered by the 1980 Irpinia earthquake (M_s 6.9) occurred in the upper Sele valley epicentral area (southern Italy). The early investigations revealed some puzzling characteristics of the slope failure distribution, i.e., (i) the higher landslide concentration on the valley slopes located farther away from the earthquake fault; (ii) the predominance of re-activations over first-time movements. The analyses of factors controlling the landslide concentrations indicates that the differences in hydrological setting and in slope were the two main causal factors whereas the seismic shaking, according to the radiation pattern modelling, could have been characterised by a relatively low rate of decrease across the valley. The aspect of the slopes did not play a significant role. The differences in groundwater conditions between the western and eastern valley sides were probably enhanced by the earthquake. In addition to the probable pore-water pressure rise, the seismic shaking caused large increases in the flow of springs draining the western aquifer, and this made the adjacent flysch slopes more prone to landsliding. Data from the available literature suggest that the effects of earthquake-induced groundwater release on seismic landslide distribution is especially important for normal-fault events. The Sele valley case also indicates that the slope of the pre-existing landslides is an important factor controlling their susceptibility to seismic re-activations.     

黄土坡滑坡的离散元研究

根据黄土坡滑坡所处的深部地质和表层古滑坡体结构特征，建立滑坡地质环境模型，运用离散元数值模拟方法研究黄土坡滑坡与深部地质环境的关系，明确了其形成机理，认为软硬相间的岸坡地层及顺向坡特点构成了黄土坡滑坡形成的形成的物质条件和发生背景环境，其内在力学机制是深部软硬相间岩层在重力蠕滑作用下发生的拱张，在考虑不同荷载组合的情况下预测评价滑坡的稳定性变化，滑坡体上建筑荷载会抑制中部剪切滑移区的发展，但能使滑坡体前端剪切滑移区扩大，从而降低滑体前缘的稳定性。