水泥喷浆桩工程技术在新乡市区住宅楼基础工程的应用实例

新乡市染织厂 9号住宅楼基础工程 ,属于一个典型的老城区改造工程实例。拟建工程场地的环境地质条件很差 ,不能满足建筑设计与施工要求。在分析岩土工程地质资料和深层搅拌桩设计、施工技术的基础上 ,选择水泥喷浆桩复合地基进行处理并获成功 ,取得了良好的社会效益和经济效益。水泥喷浆桩复合地基处理在新乡市区首次应用成功 ,显示了地基处理施工、设计单位的技术实力     

内蒙迪彦庙地区寿山沟组地层研究

内蒙迪彦庙地区早二叠世寿山沟组地层发育良好,岩性相对稳定,变质、变形程度较低,是研究区范围内早二叠世地层层序研究的理想地区。该课题逐层实测了寿山沟组剖面,从剖面的岩性地层入手,着重分析了迪彦庙地区早二叠世的岩性组合特征、基本层序、沉积旋回特征;同时根据古生物化石类型和组合,推断该区域形成的地质时代和沉积环境。研究表明：寿山沟组剖面厚度为9598.98m,根据岩性和粒度的大小,可分3个岩段：一段为滨浅海浅海陆棚沉积;二段、三段为一套浊流沉积岩系,发育特征性浊流沉积构造,为典型的复理石建造。     

桥梁施工高程控制网精度及跨河水准观测设计

分析了水中桥墩施工允许误差,推导了桥梁施工高程控制网的必要精度,研究并设计了不同跨河长度下的桥梁高程控制测量等级和跨河水准测量的测回数及组数,研究成果可供相关规范修订时借鉴。     

Landscape ecological construction and biodiversity protection

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基于Java Applet的网络地图服务平台设计与实施

网络地图平台设计是数字地图应用的一个重要发展方向。作者着重论述了采用Java Applet建立网络地图服务平台的实现思路、基本框架、数据组织及系统实施的关键技术,在此基础上介绍了地图发布软件的基本功能设计、结合COM组件技术实现公交换乘功能设计、界面设计等,最后给出具体实例。     

基于我国农村经济改革与农民收入变化的新农村建设实质分析

本文通过探讨我国1949 年以来三次重要农村经济改革及其对我国农民收入变化的影 响, 明晰我国农村经济改革与农民收入三起三落的相互关系以及农村经济发展过程中存在的相 关问题: (1)每次改革都发生在农村经济发展停滞不前, 甚至影响到全国经济发展之时; (2)每次农 村经济改革都带来了农村经济的快速发展, 但持续时间不长, 且随之而来的是农民负担过重, 农 村经济陷入困境; (3)农民收入增长的幅度略有下降。本文认为新农村建设是我国1949 年以来三 次农村经济改革的延续, 基于已有三次改革以及新农村建设提出背景的分析, 指出: (1)农村经济 发展现状再一次提出了对农村经济改革的需求; (2)土地改革、家庭联产承包责任制属开源之策; 税费改革属节流之需; 新农村建设应该是在市场经济背景下, 从根本上实现广开财源之举。基于 以上分析并借鉴国外农村建设的经验, 阐释新农村建设的实质, 从而就我国新农村建设提出相关 建议。     

基于空间自相关的闽台城镇建设用地分布研究

空间自相关是一种重要的空间统计方法, 用来检验某种地理现象或某一属性值的整体分 布状况, 判断此现象或属性值在空间上是否有聚集特性存在。本文利用2002 年ASTER 影像数据 作为遥感数据源提取闽台建设用地信息, 闽台建设用地密度的分布呈现出沿台湾海峡呈对称集 聚分布的态势。通过建设用地密度的空间自相关分析, 显示闽台建设用地空间分布整体上呈显著 的空间正相关, 集聚现象明显; 而在局部上则呈现出不同的空间结构形态, 建设用地高密度区主 要集聚分布在闽东南沿海的闽江口、厦门湾和泉州湾三大城镇密集区及台湾西部的台北、台中和 高雄三大都会区。这种空间相关关系的探讨对于认识闽台人口和社会经济的空间分布及福建省 建设用地未来的发展具有重要的意义, 也对福建省社会经济发展政策的制定提供重要参考依据。     

Engineering characteristics and uses of duricrusts in Australia

The uses and shortcomings of duricrusts (ferricrete, calcrete and silcrete) in engineering construction (as used for road‐base, aggregate, foundation materials and aquifers) are reviewed. Australian production of these materials represents about one‐third of all unprocessed road‐base and they are especially important as pavement courses for lightly trafficked, low‐cost rural and outback roads. However, duricrusts are regarded as marginal materials at best because of their typically poor grading, particle unsoundness, high fines plasticity, and absorption of water and bitumen. These materials are used because they are available locally in areas that are otherwise lacking in hard rock materials, such as deeply weathered and sedimentary rock terrains. The weathering profiles of which they form part are characterized by high permeability (despite being clay‐rich), variable cementation, low compressibility and a tendency to become weaker with depth. Although the more indurated layers are unrippable, they are also difficult to blast. Pedogenic (nodular) duricrusts were formerly sought for natural road‐base, because they occur widely and require only rudimentary processing. However, well‐cemented groundwater (vadose) duricrusts are now the preferred deposits, even though they require crushing and screening. Ferricrete is the most widely exploited of the duricrusts for engineering purposes, especially in northern and southwestern Australia, although calcrete is important in South Australia and in the Murray Basin. Silcrete is only a minor source of aggregate and road‐base, mainly in western Queensland.     

Historical development of the saltmarsh at Wells,Maine

Comparisons of maps and aerial photographs dating from the late 1700s to the present document the recent development of an 8 km² saltmarsh that is situated behind a barrier spit in southern Maine. Tidal channels that were relatively narrow in 1794 became wider by 1872. The reduction of marsh bordering tidal channels is interpreted as evidence that marsh accretion could not keep pace with rising sea-level. This suggests that the rate of sea-level rise had increased, although a change in discharge or sediment load caused by extensive settlement and land clearance may also have been involved. Meander patterns of the tidal streams changed considerably throughout the time period covered by the maps, demonstrating that the streams of this marsh are more dynamic than some others that have been widely reported in the literature. These differences in stream dynamics are probably related to the differences in sedimentological structure of the marshes. Between 1872 and 1956 the barrier spit eroded on its inside (shoreward) edge, probably in response to the construction of riprapping and houses along the spit, and the subsequent reduction of overwash and aeolian transport of sediment. Modification of the tidal inlet and adjacent marsh during the 1960s, including jetty construction, dredging, and filling of portions of the marsh surface, affected the marsh only locally. One tidal stream has been migrating rapidly apparently in response to compaction of peat by dredge spoils and consequent local disruption of the marsh hydrology. Except for this migration, erosion of the marsh edge occurred immediately after the inlet modifications; planimetric changes in the marsh and its streams have been minor since then.     

新疆塔西河流域水利开发现状及投资效益分析

本文在对塔西河流域水利建设、水土开发的调查分析基础上，从不同时期流域水利投资项目、投资结构及农业生产发展等方面对流域水利投资效益进行了分析研究，同时还对流域近期的重点投资建设项目的效益作了分析比较和评估。