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Application of three-dimensional visualization in stability calculation of landslide

机译:三维可视化在滑坡稳定性计算中的应用

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摘要

With the implementation of west development in China, geological hazard prevention becomes one of the most important problems which govern project construction safety. As a new technique in engineering geology, three-dimensional visualization can provide prompt and reliable medium for measurement adoption and project management. Firstly, digital model of strata surfaces and sliding surface are interpolated by Kringig method. Then, three-dimensional geological model is formed according to adjoining relationship. Based on the data model, a new landslide calculation model is brought up. Compared with traditional methods, man-made slicing is unnecessary and geometric and mechanical parameters can be directly attained from three-dimensional geological model. By the method, three-dimensional stability analysis on the basis of lattice data is carried out in the paper. The calculation model stands theoretically on the principle of minimum potential energy. It is actually a systematic analysis method for sliding surface and body, so it avoids any assumption. Stability factor of sliding surface with random shape can be worked out rapidly by the simple and ocular method. A typical slope extracted from an expressway can prove its rationality and fitness.
机译:随着我国西部大开发的实施,地质灾害防治已成为制约工程建设安全的重要问题之一。三维可视化作为工程地质学的一种新技术,可以为测量采用和项目管理提供迅速而可靠的媒介。首先,利用克林格方法对地层和滑动面的数字模型进行插值。然后,根据邻接关系形成三维地质模型。基于该数据模型,提出了一种新的滑坡计算模型。与传统方法相比,不需要人工切片,并且可以从三维地质模型直接获得几何和力学参数。通过该方法,进行了基于晶格数据的三维稳定性分析。该计算模型在理论上基于最小势能原理。它实际上是滑动面和物体的系统分析方法,因此可以避免任何假设。通过简单直观的方法可以快速求出具有任意形状的滑动面的稳定性因子。从高速公路提取的典型斜坡可以证明其合理性和适用性。

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