Magnitude of latent heat in thermally loaded clays

Temperature changes are known to induce specific couplings in clay, in particular, an anomalously high thermal pressurization in undrained conditions or a thermal compaction in drained conditions, both of which are potential threats for the mechanical stability and sealing capacity of the geomaterials. Thermodynamical analysis of those peculiar thermomechanical couplings points to a potentially important latent energy, which in turn could limit the temperature change upon heating or cooling. The direct measurement of latent energy developed during a laboratory geomechanical test is challenging. Instead, proper identification of thermal hardening in conventional experiments with temperature changes provides an alternative route to estimate latent energy. In this work, existing laboratory thermomechanical tests of clays are analyzed with a rigorous thermodynamic framework to quantify the magnitude of latent energy in thermomechanically loaded clays. A thermodynamically consistent constitutive model for fully saturated clays that combines two key features, (a) the temperature dependence of the blocked energy and (b) the framework of bounding plasticity, is proposed. The performance of the model is validated by reproducing results obtained in laboratory tests for Boom and Opalinus clays. The thermomechanical loads considered to validate the model performance were then used to estimate the percentage of work that remains latent in the clayey material during plastic yielding. We find that the magnitude of latent energy is quite significant, typically a few tens of percent of the total dissipated energy, and increases significantly with temperature. Accordingly, it is expected to play an important role in the thermomechanical response of clays.     

Study on wetting deformation characteristics of coarse granular materials and its simulation in core-wall rockfill dams

The wetting deformation of coarse granular materials is often considered to be an important cause of the core wall rockfill dam cracks during impounding. By analyzing existing research results, this paper proposes a hyperbolic relationship between the wetting axial strain and wetting stress level and puts forwards a warped surface relationship among spherical stress, shear stress, and the ratio of wetting volumetric strain to wetting axial strain. To illustrate its practicability, the wetting strain model's parameter determination process is introduced and the rockfill materials wetting parameters are determined using the triaxial wetting test data. Moreover, the collapse settlement of Guanyinyan rockfill dam during first impounding is numerically simulated using the proposed method to calculate rockfill wetting deformation and verified by field measurements and monitoring data. The results show that the calculative method of wetting deformation proposed in this paper is reasonable and practical; the wetting deformation of upstream rockfill materials would cause an adverse deformation trend, which may lead to crack occurrence at the upstream slope and dam crest; and the Guanyinyan rockfill dam cracks on the top of junction mainly caused by the wetting deformation of upstream rockfill.     

基于语义规则的高分辨率影像道路交叉口提取方法

为了准确提取遥感影像上道路交叉口目标,提出一种利用特征语义规则从高分辨率影像上提取道路交叉口的方法。该算法构建交叉口模型时将其视为由同质区域像素集合及区域轮廓边界构成的面对象,提取过程分为两步:1)利用辐射、纹理特征语义匹配提取交叉口候选区域;2)通过几何特征语义匹配筛选候选区域、识别交叉口属性。利用多源遥感影像对算法正确性及合理性进行验证,结果表明:算法能准确、完整地提取道路交叉口,可为影像道路网构建提供辅助信息。     

城市体系规模结构研究的新方法——位序累积规模模型

利用位序累积规模模型与位序-规模法则定量分析2000~2014年中国城市体系规模结构的省际差异及其变化特征。结论如下：使用位序-规模法则进行区域城市体系规模结构对比与演变分析时会存在较大的不确定性,而位序累积规模模型更能准确刻画区域城市体系规模结构的特征;中国各省区\begin{array}{c}\beta \end{array}值排名靠前的多属于自然地理条件优越、社会经济比较发达的地区,其变化大致表现出增幅东大西小、增长率南高北低的特征;位序累积规模模型能较准确地反映出自然与社会经济条件对区域城市体系规模结构的影响,但随着社会经济的发展,自然地理和基础设施条件对城市体系规模分布的影响不再显著。     

鲁西隆起区石炭、二叠系煤成气普查可行性研究

鲁西隆起区石炭系二叠系具有巨大的生气潜力,山西组和太原组是主要气源层,部分地区在煤化过程中存在两个生气高峰期,其生气性能不比某些已知煤成气产区逊色,为普查煤成气展示了一定的前景。通过对资源量的估算,认为阳谷－荏平及曹县－成武地区远景较好,宜率先开展钻探普查。     

澳门人地关系研究

从１６世纪中叶到２０世纪末叶,澳门的城市性质和城市功能发生多次急剧变化。人地关系一些要点在澳门的发展和变化中都有反映。澳门在浙、闽、粤沿海众多的港口中脱颖而出反映自然环境是社会是社会发展必不可少的条件。澳门成为东西方交流的桥梁反映自然环境在人地关系的演变,澳门经济转型艰难反映人文资源在人地关系中的地位呈上升趋势。澳门的城市形象和空间格局有抹不掉的自然印记,反映人地关系的发展是利用自然和利用自然规律     

工业测量中特高精度控制网的建立方法

提出一种同时利用精密标准尺的长度精度和精密经纬仪的角度精度的方法,阐明建立此等控制网的理论与实际操作要点。此种方法还可用于一组ＧＰＳ接收机的精度检验。     

The Correlation Bias for Two-Dimensional Simulations by Turning Bands

The turning bands method (TBM) generates realizations of isotropic Gaussian random fields by summing contributions from line processes. We consider two-dimensional simulations and study the correlation bias attributable to the use of only a finite number L of lines. Our analytical and numerical results confirm that the maximal bias is of order 1/L, and that L = 64 lines suffice for excellent covariance reproduction. The notorious banding observed in simulations with an insufficient number of lines is a related but different phenomenon and depends strongly on the choice of the line simulation technique. Clear-cut recommendations for the number of lines necessary to avoid the effect can only be based on practical experience with the specific code at hand.     

华北强震地形变及重力前兆特征与孕震机理

通过分析华北地区强震地形变及重务前兆特征,发现震前在较大范围内存在与构造密切相关的动力不过程;在震中区介质状态发生变化。在此基础上提出了改进的组合－硬化模式：调整单元的运动,牵动较大范围构造运动的加及断层两侧深层介质密度变化;应力集中单元由于能量的不断积累,介质出现硬化过程。上述机理形成了前兆的各个阶段。     

基于ArcEngine的土地利用数据研究

作为土地资源调查工作主要成果的土地利用现状图,主要为反映土地利用的特点和利用的合理程度,改良土地利用方式并进一步挖掘土地潜力提供科学依据。目前土地利用数据由大比例尺向中小比例尺转换工作主要由手工操作或是基于商用软件包进行;由于手工操作环节多,工作量大、所耗周期长、技术性强、作业人员的干扰因素多,较易产生误差和错误;而商用软件包在进行土地利用数据制图综合的过程中则缺乏相关的知识规则。本文以此问题为出发点进行研究,结合土地利用数据制图综合理论体系,在ArcEngine环境下对土地利用制图综合规则及操作进行开发,生成土地利用数据制图综合模块;利用实例数据对土地利用数据制图综合模块的功能进行检验,实验结果显著地克服了手工操作中的缺点,并使综合制图的自动化体系得到完善。