共查询到19条相似文献,搜索用时 747 毫秒
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本文以宁武县采矿废弃地的土地复垦为例,介绍了南方CASS软件在土地复垦中土方量的计算中的应用,旨在为进行土地复垦项目提供技术支持和指导作用。通过使用南方CASS可以提高绘图和计算的精度,同时大大节省了制图和土方量计算的时间。 相似文献
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土方量的计算在土地整理工程中非常重要,直接关系到土地整理项目的合理性和投资预算。文章对土地整理项目中常用的4种土方计算方法的特点和适用范围进行比较分析。 相似文献
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文章研究和总结了在MAPGIS地理信息系统中以高程点、高程线为数据源进行土地平整土方量批量计算的方法,并对其精度进行了分析。 相似文献
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在GPS接收机、全站仪等新型测绘仪器的推广下,数字化测绘时代已经开始。本文就数字地形图测绘后土方量计算作业方法进行一个简单的解析。 相似文献
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土地平整是土地整理项目的核心内容.本文对土地平整与其他土地整理工程的协调问题、土地平整应遵循的技术标准、土地平整的基本方法,特别是土地平整土方量的计算方法等土地平整工程的关键性问题,进行了初步分析. 相似文献
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场地土方工程测量就是在施工场地平整前进行土方量测算的测绘工作,测量的目的是计算工程施工区域的土方填(挖)数量。土方数量的测量、计算是建筑工程施工中工程量预算、编制施工组织设计和合理安排施工现场的重要依据。根据施工场地自然地形的不同,常用的测量计算方法有方格网法、断面法、地形等高线法等,可使用水准仪或全站仪,计算方法多为手工计算。 相似文献
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一般在工程施工常用的传统测量方法比较局限,而应用全站仪进行三角高程测量,提高了每个点的高程测量精度,并且计算土方量时精确度增加,施测速度更快,符合测量精度要求。 相似文献
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以中线工程河北段主干线为例,讲述了虚拟技术在南水北调工程中的应用设计,并利用虚拟三维模型在三维景观显示、最佳路线选择、缓冲分析、土方计算、分析表面形态、计算坡度、坡向、长度等方面进行了可行性分析。并指出今后需进一步解决的问题。 相似文献
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数字地形编辑是虚拟地理环境、三维景观仿真系统中一个重要的研究内容,在城市与乡村、区域道路网、风景园林的数字化规划设计实践中具有重要价值。本文以规则格网的数字地形为研究对象,面向城市和园林景观规划设计中的实际应用,提出了交互式数字地形编辑的解决方案,重点给出了分页技术的地形交互式编辑具体过程和相关的主要实现技术。数字地形编辑的实现,首先,通过鼠标交互式操作,结合射线求交算法,在地形表面选取目标编辑区域;然后,结合夹角之和检测算法,获取区域下地形数据,设定新的地形高程值,最后,将编辑操作传输至地形其他层,更新整个地形,并在地形编辑后,采用方格网计算法,统计出区域下地形填挖方量。此外,在经过平整的地形区域,植入树和三维建筑模型,构建虚拟城镇小区景观。本文初步实现了编辑操作功能的计算机软件,并展示了数字地形编辑在城镇小区景观设计中的应用结果。试验表明,基于规则格网和分页技术的数字地形编辑方法具有算法简单、计算量小、易实现等特点。此外,通过鼠标交互式的操作,能够实时、直观地显示编辑结果,达到"所见即所得"的效果。 相似文献
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Simplice F. BOBY 《东北亚地学研究》2007,10(2):171-184
The E24 profile slope analyzed belongs to a series of excavated slopes of the Haizhou Opencast Coal Mine. It seems to be divided into Downslope Part and Upslope Part. Its profile comprises two noticeable coal seams, called the 8# and 9# weak layers, considered as the potential failure surfaces. In consideration of the actual configuration as in the perspective of any modification, assessing the stability of this slope with various profile forms under given conditions, and assessing the risk of instability and quantifying the influence of earthworks or other modifications to the stability of this slope, have constituted the primordial objectives carried out. From assumed potential failure surfaces, any specific profiles and specified slip surfaces are defined. A factor of safety (FoS) is computed for each specified slip surface; the smallest FoS found corresponds to the least favorable slip surface. The safety factor values obtained are compared to the suggested safety factor. Limit equilibrium methods of vertical slices implemented in Slope/W, computer program for slope stability analyses, have been adopted to perform the E24 slope stability analysis. The safety factor values computed with 9# weak layer are lower than for 8#; the factors of safety obtained with Sarma's method are the smallest; more, without groundwater (long term) overall values are greater than those determined under groundwater condition (short term). The lowest safety factor value is found for a profile depending on an adopted earthwork sequence. The E24 profile slope stability analysis shows the instability risk for the deepest weak layer, and also shows the short and long term stability of this slope for the envisaged earth movements. However it demonstrates the existence of instability risk for any earthwork firstly affecting the downslope part. 相似文献
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The E24 profile slope analyzed belongs to a series of excavated slopes of the Haizhou Opencast Coal Mine. It seems to be divided into Downslope Part and Upslope Part. Its profile comprises two noticeable coal seams, called the 8# and 9# weak layers, considered as the potential failure surfaces. In consideration of the actual configuration as in the perspective of any modification, assessing the stability of this slope with various profile forms under given conditions, and assessing the risk of instability and quantifying the influence of earthworks or other modifications to the stability of this slope, have constituted the primordial objectives carried out. From assumed potential failure surfaces, any specific profiles and specified slip surfaces are defined. A factor of safety (FoS) is computed for each specified slip surface; the smallest FoS found corresponds to the least favorable slip surface. The safety factor values obtained are compared to the suggested safety factor. Limit equilibrium methods of vertical slices implemented in Slope/W, computer program for slope stability analyses, have been adopted to perform the E24 slope stability analysis. The safety factor values computed with 9# weak layer are lower than for 8#; the factors of safety obtained with Sarma's method are the smallest; more, without groundwater (long term) overall values are greater than those determined under groundwater condition (short term). The lowest safety factor value is found for a profile depending on an adopted earthwork sequence. The E24 profile slope stability analysis shows the instability risk for the deepest weak layer, and also shows the short and long term stability of this slope for the envisaged earth movements. However it demonstrates the existence of instability risk for any earthwork firstly affecting the downslope part. 相似文献
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建筑工程板状砼地基属地下工程,其施工质量的检测与控制难度较大。根据该类工程的特点(面积大,厚度小),可将其视为二维结构,采用弹性波CT成像方法检测其施工质量,在工程实践中取得了满意的效果。本文将结合工程实例介绍板状砼地基浇注质量的CT检测技术,包括弹性波CT的基本原理、野外数据采集系统的设计以及数据处理方法。 相似文献