遥感影像变化检测技术发展综述

变化检测是遥感信息科学的一个重要研究方向。本文首先介绍了遥感变化检测的技术流程;其次,重点介绍了各种常用的和近年来新出现的变化检测方法,并对其优缺点进行了简要评述;最后,讨论了变化检测技术的发展现状和存在的问题。     

基于知识标注的地理信息语义服务框架研究

基于空间语义学基础理论,将传统的地理信息服务技术与新兴的语义服务技术相结合,建立地理信息语义服务框架及知识标注方法体系,并应用于地理空间信息服务处理中,提供智能化、自动化的地理信息服务发现、组合与触发策略;设计基于文本挖掘算法的半自动知识标注引擎,提高服务处理自动化程度,实现包含丰富语义信息的地理空间语义服务的发布;建立基于规则和推理引擎的地理信息服务匹配与发现机制,提高服务发现效率;建立地理信息服务语义标注与服务匹配评价方法,采用基于空间关联规则的标注正确性评估策略,验证知识标注价值。     

Alternate decision rules,the flexibility premium,and land development over time and under uncertainty

The Arrow–Fisher–Henry (AFH) analysis of land development under uncertainty has been conducted in a two period model. Recently, Capozza and Helsley (1990), Batabyal (1996, 1997, 2000), and others have analyzed the question of land development under uncertainty in a multi-period setting. We extend this literature by examining the role that time independent and time dependent decision rules play in the decision to develop land over time and under uncertainty. We first construct a dynamic and stochastic model of decision making in the context of land development. Next, we use this model to analyze the expected profit of a landowner when this landowner uses, respectively, time independent and time dependent decision rules. Finally, we compare and contrast the properties of time independent and time dependent decision rules and we discuss the magnitude of the premium stemming from the maintenance of temporal flexibility in decision making.     

成都龙泉山地区果木经济区的地质地球化学特征

被新构造运动抬升的时代较新的肥沃的湖沼沉积物造就了龙泉山的水果之乡。不同的果木适应不同的土壤条件,双流太平果木区,有机质高,特别是速效钾高有利于果木的生长。金堂脐橙区的K2O、P、Mn、Se高,生长在姜石黄壤土和黄红紫泥土的界面上,造成元素的互补是造就“中国脐橙第一乡”的主要原因。蒲江粑梨产区的N、K2O、Se高,茶叶产区的Cu、B、Mo、TFe2O2、Se高,土壤偏酸性。这些地区农作物有害元素均是低值区,有利于发展绿色农业。     

论司法独立和舆论监督的统一

司法独立和舆论监督的对立统一,是实现"依法治国"的理论前提和制度保证.04年写入"三个代表"精神的宪法,是实现二者对立统一的法理基础和法律依据.促进相关法制建设、广泛应用现代科技、在传媒领域引入市场机制,可在制度和技术层面为其创造现实的可行性.     

Settlement behaviour of a concrete faced rock-fill dam

Settlement behaviour of a concrete faced rock-fill dam (CFRD), Kurtun dam, located in the East Black Sea Region, Turkey, is investigated. This is the first instrumented CRDF in the Country. Two dimensional plane strain finite element analyses were carried out to assess the total stresses and displacements in the dam both for construction and reservoir filling stages by using computer program PLAXIS. Predicted stresses and settlements are compared with those observed and overall the results are found to be in good agreement for the construction stage. Due to the relatively steep abutment slopes, cross-valley arching has a significant effect on stresses and displacements in the dam body. For the reservoir filling condition, it is seen that, predicted settlements are larger than the observed values, which indicates that during reservoir filling the rock-fill embankment responds more stiffly than it does during the construction stage. The hardening soil model is used to represent the non-linear, inelastic and stress dependent behaviour of rock-fill material. The model parameters are selected from the appropriate values in the literature investigating comparable cases.     

Phenomenological issues related to strain localization in sensitive clays

A negative second order work, strain softening, is often noticed in contractant material like sensitive clays. Failure in such clays will lead to the formation of localized deformation zone of intense inelastic strain, known as shear band. Conditions, emergence and inclination of shear band has been very well demonstrated in past decades in different manners, however a definite thickness of shear band is still an open question due to several reasons. Mesh dependency, loss of ellipticity is another challenge associated with finite element analyses for strain softening clays. This paper covers a comprehensive review of classical theories of strain localization and associated limitation. Mesh dependency, ill-possed boundary value problem is addressed using finite element simulation examples and experimental results.     

边坡中水土化学作用浅析

文章针对环境污染日益严重,雨水对边坡稳定性影响也越来越严重的问题,提出边坡中水土作用理论,其定义为发生在边坡中水溶液与环境、固体表面、矿物颗粒、气体、生物以及深层地下水或土之间的各种物理化学作用,其中水溶液是一种主要媒介。简要分析边坡在降雨入渗过程中水土化学作用条件与作用类型,详细研究溶解与沉淀作用、交换与吸附作用、氧化还原作用、以及水解与络合作用等,分析水土化学作用对土的强度与变形特性起到强化或弱化作用。综合阐述土体性质、地质环境、雨水性质、人类社会活动等因素对水土化学作用可能造成的影响。     

延安市宝塔区崩滑地质灾害发育特征与分布规律初探

宝塔区地质灾害发育特征是数量多、密度高、变形模数大,规模以中小型为主.滑坡平面形态典型、剪出口高,基本力学模式简单;崩塌规模小、危害大、变形模式多样;不稳定斜坡坡度跨度大、坡形以直线型为主,潜在危害严重;诱发因素清楚、宏观前兆相对明显、可预防性较强.地质灾害在空间上集中分布在四区和三带内,在时间上集中在雨季.     

钢筋混凝土核心简的剪切滞变模型

通过对比评价现有可用于剪力墙的剪切滞变模型,并结合现有国内外钢筋混凝土核心筒体试验结果,选取了带捏缩的修正Takeda模型作为核心筒的剪切滞变模型,并给出了模型的细部滞变规则。