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温家山莲花状构造及其岩体工程地质力学特征
引用本文:赵庆生.温家山莲花状构造及其岩体工程地质力学特征[J].地质科学,1980,15(4):377-385.
作者姓名:赵庆生
作者单位:陕西省水电设计院地质队
摘    要:地质力学在工程地质学上的应用有着广阔前景。本文在分析温家山莲花状构造体系的基础上,应用岩体工程地质力学的方法,分析和讨论了该体系内岩体结构的形成、分布和力学特征及其岩体工程地质力学条件。

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WENJIASHAN LOTUS-SHAPED STRUCTURE AND ITS CHARACTERISTICS OF ENGINEERING GEOME-CHANICS OF ROCK MASS
Chao Chensen.WENJIASHAN LOTUS-SHAPED STRUCTURE AND ITS CHARACTERISTICS OF ENGINEERING GEOME-CHANICS OF ROCK MASS[J].Chinese Journal of Geology,1980,15(4):377-385.
Authors:Chao Chensen
Institution:The Geological Team, Shanxi Designing Institute of Water Conservancy and Electric Power
Abstract:Based upon the field investigation and the results of rock mechanics tests, the Wenjiashan lotus-shaped structure and its engineering geomechanical conditions of rock mass are discussed in this paper.1. Wenjiashan lotus-shaped structure is a small twirling structure which consists of a group of rotational faults caused by torsional compression forces;2. Within the lotus-shaped structure, different types of rock mass structure show different distribution patterns, which are strictly controlled by both whirl planes and whirl strata. Bach type of rock mass structure has its own mechanical characteristics;3. According to the deformation properties of rock mass in lotus-shaped structure, four zones (or regions) can be distinguished: elastic deformtion zone, quasi-elastic deformation zone, elasto-plastic deformation zone and plastic deformation zone;4. Both the nuclear pillar and the central parts of the whirling strata within lotus-shaped structure are the favourable regions of engineering geomechanical condition i.e. the elastic and quasi-elastic deformed zone; the marginal parts of the whirling strata, i.e. elasto-plastic deformed zone, are the less favourable regions, all of the plastic deformed zone in the whirling planes are unfavourable regions.
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