南京市地基稳定性区划图

为了城市土地的合理使用，保证建筑物的安全，目前在城市岩土工程问题中对土地的合理利用研究和评价方法不断涌现。本文根据南京市的基岩岩性、地貌特征、覆盖层厚度和第四纪松散沉积物分布情况，划分为五个基本类型，各个分区具有不同的工程地质特征。     

山东省日照市蓝色经济区工程建设适宜性评价

本文以山东省日照市蓝色经济区为研究区, 通过野外地质调查和室内综合分析, 选取场地稳定性、工程地质条件、地下水条件, 地形排水条件、地质灾害及其他因素6个一级评价因子, 构造活动、场地土类型、建筑场地类别等13个二级评价因子, 利用专家-层次分析定权法进行区内工程建设适宜性评价, 得到了相应工程建设评价分区图。评价结果表明, 日照市场地工程建设适宜性总体较好, 大部分地区适宜进行高层建筑工程建设, 占84.50%; 地下空间开发利用条件优越, 全区多数地区属于城市地下空间建设适宜区, 适宜性差及不适宜区主要分布在付疃河两岸附近和海岸附近、大型高速公路和铁路沿线一带区域及城区; 轨道交通建设适宜性良好, 小部分不适宜区主要集中在付疃河下游夹仓和小古镇一带及其沿海地区。评价结果可有效地服务于该地区规划布局、建设发展和工程选址, 具有重要的理论和实践指导意义。     

城市地质图的特点编图原则方法

论述了城市地质图的主要特点、编图原则和方法, 其主要内容概括如下: (1)编制城市地质图的重要意义首先在于为不断完善和适应城市建设和发展的需要, 更好地使地质工作为城市建设总体规划和政府决策服务, 同时为具体工程设计和施工提供基础资料。其次为合理地开发利用城市土地资源、保护城市地质环境提供科学依据。(2)城市地质图是一个具有以专业地质规划目标与工程地质要求、城市发展总体效益评估为内容的系列图件, 是一个分别具有适应于地质专业人员、城市规划设计工程师和政府决策管理官员需要的多功能特点的系统性图件。(3)城市地质图编制原则, 第一在于客观性; 第二为评价性; 第三为预测性; 第四为实用性。前三项是前提和基础, 后者为目的。力求做到内容准确、明晰可读、易懂, 紧紧围绕城市规划设计和政府决策对地质技术的要求进行。(4)城市地质图包容了基础地质图类、分析评价图类、效益决策评估类三个等级的功能各异的图件, 在制图方法和程式上体现了图件的等级内容性质用途的统一、技术性与管理决策的统一。     

长江堤防工程地质信息处理模型及技术方法

长江中下游的主要防洪工程是长江干堤 ,长江堤防线路长、工程浩大、堤基工程地质水文地质条件复杂 ,涉及大量的已有地质数据和资料。今后在整治加固堤防的工程地质勘察工作中 ,还需随时进行数据的收集、存储、检索、分析、统计和维护 ,随时调用这些数据进行综合处理、编制报告和图件 ;在防汛期间可以针对堤防险工险段的险情 ,随时查询和调用有关的资料、数据或者图件 ,提供采取抢险措施决策的地质依据。这既提高了地质数据的利用价值和利用率 ,又保证了信息的准确性、完整性和共享性。因此 ,建立合理的长江堤防工程地质信息处理模型及其成熟的技术方法具有重要的意义。     

Underground mining hazard map including building site categories in an area affected by underground mining activities

The objective of the paper is generation of an underground mining hazard map. The method applied to create the map is based on five categories of areas with different characters of underground mining influence making use of the so-called building site categories. The individual areas with different groups represent various suitability or unsuitability for founding new structures in such influenced territories. They will also reflect a higher or lower degree of influence on already existing structures. Areas affected by underground mining of category V are suitable without any significant restrictions. Areas of the medium category represent influence of building site categories III and IV with economically acceptable measures for founding engineering purposes. The last type is areas with high influence in the category I and II and they are clearly unsuitable for new development. Structures may be founded there in exceptional cases only. This methodology was applied on four map sheets in 1:10,000 scale in a coal mining region in the town of Karviná and its environs in the direction to the City of Ostrava (Czech Republic). Extensive changes caused by underground mining have been identified in the study area and the implementation of the suggested maps may help to deal with the issue in terms of land development by means of land use planning.     

The use of site investigation data for the preparation of engineering geological maps and reports for use by planners and civil engineers

Forster, A. and Culshaw, M.G., 1990. The use of site investigation data for the preparation of engineering geological maps and reports for use by planners and civil engineers. Eng. Geol., 29: 347–354.

In modern cities hundreds of site investigations have been carried out before the construction of roads, offices, factories and housing estates. The results of these investigations represent a large resource of geological and geotechnical information worth millions of pounds. Much of this information is lost, or is not accessible, because of confidentiality; that which is available will be of variable content and quality. The geographical and stratigraphical distribution will also be uneven. However, maps, and resumés of the engineering behaviour of the geological materials in an area, can be produced to guide planners and to help engineers at the earliest stage of development.

In this paper the authors discuss the use of the data contained in site investigation reports to prepare engineering geological maps and illustrate this by reference to recent applied geological mapping projects carried out by the British Geological Survey.     

Delineation of potential sites for groundwater recharge using a GIS-based decision support system

In arid and semi-arid regions without perennial water sources such as rivers or lakes, almost all water supply needs are met by groundwater. Groundwater recharge (GWR) is critical to maintain the abundance of groundwater. This paper presents a methodology based on a decision support system (DSS) that combines remote sensing, field survey and geographic information system techniques to identify suitable GWR areas. The DSS was implemented to obtain suitability maps and to evaluate the existing GWR in the study area. The DSS inputs comprised maps of rainfall surplus, slope, potential runoff coefficient, land cover/use and soil texture. The spatial extents of GWR suitability areas were identified by a hierarchical process analysis that considered five layers. The model generated a GWR map with four categories of suitability: excellent, good, moderate and poor and unsuitable. The spatial distribution of these categories showed that 0.08 and 32.3 % of the study area was classified as excellent and good for GWR, respectively, while 63.2 and 4.42 % of the area was classified as moderate and poor and unsuitable, respectively. Most of the areas with excellent to good suitability have slopes of between 4 and 8 % and are intensively cultivated areas. The major soil type in the excellent to good areas is loam, followed by clay loam, and the rainfall in these areas ranges from 150 to 260 mm. Another suitability model, in which all criteria were assigned equal influence, generated a suitability map in which 0.1 % of the study area was rated as excellent, 10.9 % as good, 82 % as moderate and 7 % as poor and unsuitable. The locations of existing GWR dams were compared with the locations indicated on the generated suitability map using the proximity analysis tool in ArcGIS 10.1. Most (77 %) of the existing GWR structures that were categorised as successful were within the excellent and good areas, followed by moderately suitable (23 %).     

活动构造区山地环境铁路选线研究

在活动构造发育的山地环境进行选线是铁路、公路等工程建设关注的重大工程地质问题。文章结合我国西南地区新建昆河铁路玉蒙段的选线研究,论述近场区地质环境、新构造运动与地震、活动断裂与地震危险性、山地灾害等内外动力地质作用的区域性特征及重大工程地质问题,并从工程地质条件与技术、经济等方面论证比选最优线路走向方案。可供类似区域地质环境的山区铁路、公路选线借鉴。      

Land suitability assessment for sugarcane cultivation in Bijnor district,India using geographic information system and fuzzy analytical hierarchy process

Land suitability evaluation is prerequisite for assessing the limitations for sustainable land use planning. We used ten site specific criteria (rainfall, texture, drainage, soil depth, slope, distance to major road, distance to nearest sugar mill, erosion hazard, risk of flooding and pH) and applied weighted multi-criteria evaluation (MCE) technique in a geographic information system (GIS) environment to evaluate land suitability for sugarcane cultivation in Bijnor district, India. The weightage of all the parameters was calculated through fuzzy analytical hierarchy process. Sugarcane suitability map was prepared integrating various parameters through weighted overlay analysis. The map was categorized as highly suitable (S1), moderately suitable (S2), marginally suitable (S3) and unsuitable (N). The analysis revealed that of the total cultivable land of the district, largest area (61%) was highly suitable followed by moderately suitable (24%), marginally suitable (7%) and unsuitable (8%) for sugarcane cultivation. Nagina, Najibabad and Bijnor sub-districts need attention of land managers and policy makers to remove the limitations and increase the suitability of sugarcane in such areas. Only 7% area was unsuitable for sugarcane cultivation. Slope, soil depth and erosion hazard were the major limiting factors making the land unsuitable for sugarcane cultivation. Therefore, these areas should be given priority for land and soil restoration efforts. The study showed effectiveness of integrated GIS and MCE approach for land suitability analysis of sugarcane.     

A geo-environmental map for the sustainable development of the Kathmandu Valley, Nepal

An engineering and environmental geological map of the Kathmandu Valley in Nepal has been elaborated within a project of German-Nepalese cooperation. In the Kathmandu Valley, the major geo-environmental problems arise from haphazard exploitation of geologic resources, local landslide zones, severe problems of garbage disposal, river flooding and a dramatic river pollution. The map was prepared by the use of GIS techniques. It contains all basic geological and environmental data, as geotechnical risk zones (landslide-prone areas or those of poor foundation conditions), areas for preferable extraction of construction material and those not to be allowed to be exploited, areas of immediate need of reforestation in order to prevent landslide or badland development, groundwater protection zones, and suitable garbage disposal sites. This revised version was published online in July 2006 with corrections to the Cover Date.     

北京西山八大处文化景区工程建设场地稳定性及适宜性评价

在对工作区环境地质条件、不良地质作用等勘查工作的基础上,对工作区的地基稳定性、场地稳定性进行了评价,利用GIS软件的栅格图层叠加和DPS系统聚类功能,对建设用地适宜性进行了评价,划分出场地工程建设较适宜区、适宜性差区和不适宜区。     

Resource suitability analysis in regional planning—with special reference to Wisconsin,USA

The demands and needs of our presently increasing population require that the social decisions for land use must be based on the best and most reliable information that the decision-makers can obtain. Growing mass of natural resource information should be presented in a concise and practical form which the planners and public administrators can readily use without a need to learn about natural resources in detail. One of the means to present this information is a resource evaluation system which consists of four levels of maps: basic resource maps, single-factor maps, limiting-factor maps and final land suitability maps. The basic process used in the system is developing a series of individual maps showing specific kinds of information and superimposing them to identify a degree of suitability for a specific land use. The authors provide an overview of the use of land suitability maps in land use planning in the United States; show what natural resource data planners can require and put to use; outline the way in which earth scientists can evaluate and present the data needed; and finally demonstrate the land suitability analysis by case studies. Also briefly discussed is the need for information other than earth-science data. Land use planning and decision-making process is an intricate mixture of scientific, engineering, ecological, sociological, economic, cultural and political factors and forces. Obvious as it may seem this fact is nevertheless often ignored in practice resulting in misunderstandings and mutual disbelief of parties involved.     

Siting MSW landfills by combining AHP with GIS in Hamedan province, western Iran

In most large and fast growing urban areas, finding suitable lands for construction of landfill is one of the serious problems in environmental management. Land fill site selection process depends on different factors, regulations and constraints. Ignoring each of these parameters may cause miscalculations and lead to selection of an inappropriate landfill site which could have negative environmental, economical, and ecological impacts. Therefore, this process must be accomplished by taking into account all of the related criterions and variables. In this study, landfill site selection is performed by combining geographic information system (GIS) and analytical hierarchy process (AHP) in Hamedan province, west of Iran. In relation to landfill site selection, ten different criteria including Geology, surface water, aquifer, land use, elevation, slope, and distance to main roads, residential areas, faults and sinkholes were investigated. Using AHP each criterion was weighted, then geographic information system (Arc GIS 9.3 software) was used to manipulate and present spatial data. Finally, suitability map was prepared by overlay analyses and most suitable and suitable areas were identified and checked in field. The results indicate that 60.4 % of the area in the Hamedan province (11,631 km²) is unsuitable, 33 % (6,257.7 km²) moderately suitable and 6.6 % (1,344 km²) most suitable for construction of landfill.     

桂林地区红土砾石层的工程地质特征及其应用

桂林地区的红土砾石层以其独特的工程地质特征引起了许多中外学者的注意, 对它的成因至今还存在争议。本文主要讨论红土砾石层的工程应用, 即不仅可作为一般低层建筑物的天然持力层, 而且可以作为沟、塘等低洼地带的回填土料 ;而且厚度较大的红土砾石层坚硬部分可作为桩端持力层。     

Engineering geological data in support of municipal land use planning—a case study in Analandia, southeast Brazil

This paper presents a method for transforming the information of an engineering geological map into useful information for non-specialists involved in land-use planning. The method consists of classifying the engineering geological units in terms of land use capability and identifying the legal and the geologic restrictions that apply in the study area. Both informations are then superimposed over the land use and a conflict areas map is created. The analysis of these data leads to the identification of existing and forthcoming land use conflicts and enables the proposal of planning measures on a regional and local scale. The map for the regional planning was compiled at a 1:50,000 scale and encompasses the whole municipal land area where uses are mainly rural. The map for the local planning was compiled at a 1:10,000 scale and encompasses the urban area. Most of the classification and operations on maps used spatial analyst tools available in the Geographical Information System. The regional studies showed that the greater part of Analandia’s territory presents appropriate land uses. The local-scale studies indicate that the majority of the densely occupied urban areas are in suitable land. Although the situation is in general positive, municipal policies should address the identified and expected land use conflicts, so that it can be further improved.     

我国碳酸盐岩储层CO2地质储存潜力与适宜性

文章系统收集并分析了我国各盆地地层、大地构造、油田地质、水文地质数据,研究了我国各盆地碳酸盐岩地层空间分布和孔隙度特性,做出了《全国盆地碳酸盐岩分布面积分级图》、《全国盆地碳酸盐岩厚度分级图》、《全国盆地碳酸盐岩孔隙度分级图》、《全国盆地碳酸盐岩二氧化碳地质储存潜力分级图》。逐一对全国各沉积盆地内800～5 000 m深度区间各地质时代形成的碳酸盐岩储层的CO2储存能力进行了计算。通过层次分析法确定各评价指标权重,制做出全国盆地E级碳酸盐岩储层CO2地质储存适宜性评价结果表,绘制出《全国盆地碳酸盐岩储层CO2储存适应性评价图》。对全国盆地CO2储存进行了适宜性评价,剔除了不适宜CO2地质储存的沉积盆地,选出适宜的沉积盆地以供下一阶段继续研究。      

基于混合单元的三峡库区港口建设场地适宜性评价

长江是我国最大的内陆航运交通要道,三峡大坝建成后,三峡库区长约360 km的河道水位大幅抬升,原航道两岸港口码头均被淹没。在三峡库区现状岸线环境及水库水位动态调蓄条件下,开发拓展新的岸线港口码头的适宜建设区域,具有重要实际意义。基于混合评价单元,选取了地形地貌、区域稳定性、工程地质条件、交通区位条件和生态敏感性5大类因素共14个评价因子,采用改进的综合指数评价模型,对三峡库区宜昌至万州段干流岸线港口建设场地进行了适宜性评价研究。评价结果显示: (1)适宜区占13.81%,较适宜区占25.80%,较不适宜区占31.38%,不适宜区占29.01%; (2)北岸适宜区主要分布在夷陵区乐天溪镇和太平溪镇,云阳县双江镇和万州城区上、下游一带; 南岸适宜区主要分布在秭归县茅坪镇,奉节县城南岸和万州城区南岸上、下游一带。研究评价结果对今后长江宜昌至万州段干流岸线港口资源开发选址具有一定的科技指导意义。     

基于混合单元的三峡库区港口建设场地适宜性评价

长江是我国最大的内陆航运交通要道,三峡大坝建成后,三峡库区长约360 km的河道水位大幅抬升,原航道两岸港口码头均被淹没.在三峡库区现状岸线环境及水库水位动态调蓄条件下,开发拓展新的岸线港口码头的适宜建设区域,具有重要实际意义.基于混合评价单元,选取了地形地貌、区域稳定性、工程地质条件、交通区位条件和生态敏感性5大类因素共14个评价因子,采用改进的综合指数评价模型,对三峡库区宜昌至万州段干流岸线港口建设场地进行了适宜性评价研究.评价结果显示:(1)适宜区占13.81%,较适宜区占25.80%,较不适宜区占31.38%,不适宜区占29.01%;(2)北岸适宜区主要分布在夷陵区乐天溪镇和太平溪镇,云阳县双江镇和万州城区上、下游一带;南岸适宜区主要分布在秭归县茅坪镇,奉节县城南岸和万州城区南岸上、下游一带.研究评价结果对今后长江宜昌至万州段干流岸线港口资源开发选址具有一定的科技指导意义.     

济南市岩土地基工程地质环境质量分级与评价优势指标

随着城市化进程加快,济南市在城市建设中面临日益严重的环境工程地质问题。为了更好地服务于城市建设,做好岩土地基的工程地质环境质量评价与分区有重要实际意义。本文分析了济南市区的工程地质环境条件,研究了济南市区岩土地基工程地质环境质量评价模型与优势指标,并采用BP神经网络模型对济南市区的岩土地基工程地质环境质量进行评价与分级。     

南京市地基的使用能力及其分区图的研究

由工程建设引发的环境岩土工程问题已变得越来越重要地基的使用和潜力是个关键。在本文中,作者编制了南京市的四个工程地质因素图,在此基础上作出了南京市地基分区图,为工程地基的选择提供了判断依据,以期减少由工程建设引发的环境岩土问题。