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1)  physical and chemical rock festival
节理化围岩
2)  jointed rock mass
节理化岩体
1.
Application of E.Hoek method to evaluating mechanical parameters of closely jointed rock mass——A case study of Baiyian Landslide in Three Gorges area;
E.Hoek法在节理化岩体力学参数评价中的应用——以长江三峡库区白衣庵滑坡为例
2.
The determination of strength and mechanical parameters of massive jointed rock mass is a difficult problem.
确定大体积节理化岩体强度与力学参数是很困难的,这主要是由于节理化岩体试件尺寸太大及岩体所含节理裂隙所致。
3.
Based on analyzing challenging problems in the jointed rock mass confronting the smooth blasting technology, a new blasting technology, a two-direction energy-gathering blasting technology, is introduced for the jointed rock mass.
通过对光面爆破技术在节理化岩体中实施爆破方案的不足之处的分析,引入了双向聚能拉伸爆破技术,并简要分析和介绍了该技术的基本技术原理和优点以及两种爆破设计方案,同时对该技术在两个大型洞室工程中的高岩台应用情况进行了分析和介绍,最后就该技术的今后的研究方向提出了一些设想。
3)  jointed rock slopes
节理化岩坡
4)  treatment of surrounding rock
围岩处理
1.
Combined general engineering situations of geologic conditions, from treatment of surrounding rock in excavation, material selection, installation of steel grid, initial concrete spraying, repeat shotcrete and the aspects construction method for primary support is introduced in detail in order to ensure water transfer artery smoothly.
结合工程概况及地质情况,从开挖面围岩处理、材料选定、喷射机具、钢格栅及钢筋网片的安装、初喷混凝土、复喷混凝土等方面对初期支护的施工方法进行了详细的阐述,以确保西四环大动脉的畅通。
5)  surrounding rock deterioration
围岩劣化
6)  Change in surrounding rocks
围岩变化
补充资料:高温岩体发电
      利用地表深层高温干岩体所含的热量发电(见高温岩体电站)。
  

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