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三点挖(填)一点填(挖)工程量计算的新方法 被引量:1
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作者 宋志彬 《山西建筑》 2006年第21期95-96,共2页
介绍了两种平整场地大型土石方工程中关于三点挖(填)一点填(挖)的工程量计算方法,并根据实例说明了其具体应用,提出了第三种计算方案,经过比较,证明了新方案的简捷与合理性。
关键词 工程 挖方量 棱柱体 土方量
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An automatic unified modeling method of geological object and engineering object based on tri-prism(TP) 被引量:1
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作者 张荣春 李浩 +1 位作者 吴铭飞 王亚芹 《Journal of Central South University》 SCIE EI CAS CSCD 2015年第4期1419-1426,共8页
For the interaction relation between geological object and engineering object in some fields related to water conservancy and hydropower, a unified modeling idea was proposed. On the basis of summarizing both advantag... For the interaction relation between geological object and engineering object in some fields related to water conservancy and hydropower, a unified modeling idea was proposed. On the basis of summarizing both advantages and disadvantages of existing modeling methods, an automatic unified modeling method of both engineering and geological objects based on tri-prism(TP) model was presented. Through the lossless correction algorithm of deviated drill holes contained in this method, the real deviated drill holes could be corrected into the equivalent virtual vertical ones. And the correction accuracy fully meets the requirements of unified modeling. With the virtual vertical drilling data, TIN construction of both cover layer and other stratums would be built in order to obtain the 3D geological model. Then, the engineering design data would be introduced into the 3D geological model for achieving unified modeling. For this process, the volume subdividing and restructuring principles were introduced to deal with the spatial relationships between engineering object and geological object. In order to improve the efficiency of unified modeling, the reconstruction of TIN based on constraint information was also applied in this method. At last, the feasibility and validation of the unified modeling method as well as its relevant key algorithms were verified by specific experiments and analysis of results. 展开更多
关键词 tri-prism(TP) model unified modeling deviated drill holes correction volume subdividing constraint information
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基于棱柱体的三维地质建模方法
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作者 何群 马洪滨 《科技导报》 CAS CSCD 北大核心 2011年第35期60-62,共3页
矿体赋存条件复杂、地质构造多变。为探究真实地质体情况,通过对现有各类地质体建模方法的分析,尤其是对TIN模型构建、实体(solid)构模的特点进行探讨,提出一种基于工程棱柱体的三维地质建模方法。结合钻孔数据特点和地层分布规律,根据... 矿体赋存条件复杂、地质构造多变。为探究真实地质体情况,通过对现有各类地质体建模方法的分析,尤其是对TIN模型构建、实体(solid)构模的特点进行探讨,提出一种基于工程棱柱体的三维地质建模方法。结合钻孔数据特点和地层分布规律,根据勘探工程的钻孔平面位置将勘探区域划分为若干棱柱体。对每个棱柱体侧面进行矿段对比连接,完成棱柱体线框图搭建,随之逐面、逐层、逐柱构建三角网,直至形成整个地质体的三角网。将实体构模方法结合其中,实现了三维地层实体模型的建立,既能充分反映矿体的三维形态,又能使所显示的三维矿体进行实体描述。使得矿体属性连续并可计算,同时模型能够结合工程师经验自动推理尖灭、分叉、断层和褶皱等复杂地层构造。其具有三维显示又具有实体描述的特点,尤其便于按储量级别进行储量估算等矿量计算,具有实际应用价值。 展开更多
关键词 三维地质建模 不规则三角网 实体模型 工程棱柱体
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