天然状态与饱和状态下的不稳定斜坡危险性对比分析

本文依据北京市房山区史家营乡大村涧村的调查成果,借助于有限元分析软件,建立居住区附近影响范围内的边坡三维工程地质力学模型和弹塑性模型,利用有限差分法分析,对单一矸石堆边坡和矸石-岩土混合型边坡,进行计算分析,对比分析了这两种边坡在天然状态下与饱和状态下的安全系数,最终进行了边坡危险性评价。     

宽频宽方位处理技术在淮北矿区全数字高密度地震勘探中的应用

与常规三维地震勘探相比,全数字高密度地震勘探采用高横纵比、宽方位观测系统,使用单点数字检波器接收。宽方位地震勘探有利于高陡构造和复杂断块成像,但存在各向异性问题,而单点数字检波器地震信号频带宽、保幅性好、噪声强。为了充分发挥全数字高密度地震资料优势,克服其缺点,必须将宽频、宽方位处理技术运用到煤炭高密度三维地震数据处理中,以提升数据处理效果。以淮北矿区全数字高密度地震资料为基础,针对淮北矿区地质构造复杂特点,以叠前保幅去噪、振幅补偿、OVT处理技术以及全方位角偏移成像技术为重点,开展了煤炭全数字高密度地震资料的宽频、宽方位处理技术研究。结果表明：保幅去噪在几乎不损伤有效信号的前提下实现了对噪声的有效压制,振幅补偿恢复了地震信号高低频能量的损失,宽方位处理不仅消除了各向异性影响,改善了成像效果,还获得了丰富的叠前数据。宽频宽方位处理技术是全数字高密度地震资料处理的必要手段,其处理成果比常规处理成果频带更宽,对复杂构造成像更好,分辨率更高,能够实现煤田复杂地质条件地震资料精细成像。     

RTK的特点与误差分析

介绍了RTK测量的特点，分析了RTK测量的技术难点。详细讨论了RTK测量的各种误差及削弱方法。展望了GPS和RTK测量未来的发展趋势。     

建筑物超载对深基坑周边地表沉降影响分析

结合理论推导和对工程实测数据的整理分析,对天然场地和存在邻近建筑物时2种情况下的墙后地表沉降形态进行了对比分析,采用上海软土地区墙后地表沉降经验公式,对存在建筑物超载情况下的地表沉降曲线进行了良好的拟合,直观地表示出地表沉降槽的大小及形状、墙后最大沉降点的位置等。结果表明,邻近建筑物的存在能显著改变天然场地的地表沉降曲线形态,是否考虑建筑物存在的影响,将影响到对基坑及周边环境安全状态进行正确的评价和预测。     

基于GIS技术的地质灾害风险分析系统研究

地质灾害的社会经济属性决定了对其规律的研究应有别于传统的工程地质学研究 ,从社会属性方面来分析地质灾害具有更大的社会经济效益。地质灾害的危险性和受威胁对象的易损性是控制地质灾害风险评价的基本条件 ,对这两者的分析评价称作地质灾害危险性评价和社会经济易损性评价。GIS技术支持下的地质灾害风险分析代表着地质灾害研究领域的一个重要发展方向。经过多年研究 ,作者开发出了基于商业GIS软件的区域地质灾害风险分析系统 (RiskAnly)。本文介绍了该系统的设计思路、基本结构和工作过程 ,并利用此系统对我国全国范围的滑坡灾害进行了危险性分析、区域社会经济易损性分析和最终的风险评估。     

超磁致伸缩声波震源的时频特征与实测研究

宽频带、大功率、短余振声波震源是高分辨率探测大尺度复杂结构体的关键技术,为了解决探测距离与其分辨率的矛盾问题,采用超磁致伸缩材料制作的声波发射器作为震源,研制了一种新的声波探测仪器。该震源中心频率为5 kHz,激励电压300~600 V,具有辐射声功率大、余振短（3.5个周期）、频带宽（1~3 kHz）的特性;其最大的优点是每次激发的声波信号一致性好,可以采用单点多次激发,通过多次叠加的数据处理技术提高信噪比,较好地解决了声波探测距离与分辨率的矛盾,并成功地应用于煤矿采场顶煤厚度探测。现场探测结果表明：大功率声波探测系统能够有效提取4~7 m煤岩交界面的反射波信号,借助于小波多分辨分析信号处理方法,有效地提高了采场顶煤厚度探测的精度及其可靠性,为顶煤厚度精确探测提供了一条有效途径。     

Wave propagation in a seven-story reinforced concrete building: I. Theoretical models

For transient, high frequency, and pulse like excitation of structures in the near field of strong earthquakes, the classical design approach based on relative response spectrum and mode superposition may not be conservative. For such excitations, it is more natural to use wave propagation methods. In this paper (Part I), we review several two-dimensional wave propagation models of buildings and show results for theoretical dispersion curves computed for these models. We also estimate the parameters of these models that would correspond to a seven-story reinforced concrete building in Van Nuys, California. Ambient vibration tests data for this building imply vertical shear wave velocity β_z=112 m/s and anisotropy factor β_x/β_z=0.55 for NS vibrations, and β_z=88 m/s and β_x/β_z=1 for EW vibrations. The velocity of shear waves propagating through the slabs is estimated to be about 2000 m/s. In the companion paper (Part II), we estimate phase velocities of vertically and horizontally propagating waves between seven pairs of recording points in the building using recorded response to four earthquakes.     

大型整体式贮煤筒仓基础有限元分析

采用有限元分析了不同土体的弹性本构关系和不同堆煤荷载施加方式对筒仓基础的影响;在此基础上分析了煤压力、桩土之间的接触压力、桩的内力与变形、土体沉降等变化规律。从计算结果可知,考虑土体的弹性模量随土层的压实而提高,并考虑煤与筒仓、基础土体之间的相互作用,使得筒仓基础的受力状态与实际情况更接近,从而得到优化的筒仓基础设计。     

Stream Temperature Trends in Turkey

Stream temperature is an important property of water and affects most other water quality constituents. It is also a property which is very much influenced by exogenous factors like air temperature and stream flow. This study investigates long‐term trends in stream temperatures measured at various stream monitoring stations in Turkey to better understand links with climate change. It was found by statistical trend analysis that more streams have experienced decreasing trends than increasing ones. Moreover, stream temperatures show a rising tendency in most stations over Turkey. Flow‐adjusted temperatures were computed to eliminate flow dependency and these show more positive than negative trends. Management plans of streams and watersheds need to take this into account and incorporate the implications into plans.     

Regional and temporal changes in bivalve diversity off the south coast of Portugal

From 2000 to 2006, a total of 75 bivalve species were identified, varying from 29 (spring 2001) to 54 species (spring 2005) per year. Seasonal tendencies in diversity varied according the year, thus the interpretation of long-term and regional scales is essential before drawing any conclusions in other studies. Richness and diversity consistently decreased with depth and increased with sediment grain size (from low in very coarse sand to high in coarse silt). Diversity decreased progressively from 3 to 16 m depth, thus the harsher shallower environments (due to waves and tidal air exposure) showed greater diversity than the most stable areas. Communities in finer sediments were more diverse than those in coarser sand. Evenness showed patterns opposite to diversity, overall.Diversity and evenness maps (produced with multivariate universal kriging), showed that most geographic areas with greater diversity were farer from river outflows and wastewater treatment plants. Two types of geographic pattern were observed: areas with persistently greater bivalve diversity through time and areas that changed locally from year to year. This spatial analysis can be used to establish priority conservation areas for management purposes, and to analyse the persistency of regional diversity patterns. The area with most habitat heterogeneity (Sotavento) corresponded to greatest diversity.There was a positive relationship between Spisula solida and Chamelea gallina landings and bivalve diversity 2 years and 1 year later, respectively. Possibly, local fisheries, by selectively withdrawing the commercial numerically dominant species from the ecosystem, increased diversity 1 to 2 years later, as the ecological niches of the dominants are quickly filled by several other species thereby creating a more even community. On regional scales, no significant impact was found on long-term bivalve diversity in local fisheries,