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1)  large-volume jointed rockmass
大体积节理化岩体
1.
The strength and mechanical parameters of large-volume jointed rockmass can be estimated by using Hoek-Brown criterion.
当评价大体积节理化岩体的地质强度指标GSI时,为使大体积节理化岩体结构的描述定量化,引入Jv(节理数/m3)。
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)  large-jointed crevice rock mass
大节理裂隙岩体
4)  Jointed rockmass
节理岩体
1.
Stability analysis of huge underground cavern group in jointed rockmass;
节理岩体大型地下洞室群稳定性分析
2.
Equivalent model and numerical analysis and laboratory test for jointed rockmasses;
节理岩体等效模型及其数值计算和室内试验
3.
Study on Hydro-mechanical Behaviour of Rock Joints and Computation Method of Bolted Jointed Rockmass;
节理剪切渗流耦合特性及加锚节理岩体计算方法研究
5)  jointed rock mass
节理岩体
1.
Scale effect on deformation characteristics of jointed rock mass based on numerical test;
基于数值实验的节理岩体变形特性尺寸效应
2.
Dynamic cluster analysis of discontinuity orientations of jointed rock mass;
节理岩体结构面产状的动态聚类分析
3.
Study on orthotropic equivalent strength parameters of jointed rock mass;
节理岩体正交各向异性等效强度参数研究
6)  joint rock mass
节理岩体
1.
3-D network simulation and probability damage tensor analysis of joint rock mass in open iron mines;
露天矿节理岩体三维网络模拟与概率损伤分析
2.
Numerical simulating test on joint rock mass properties in Three Gorges Project;
三峡节理岩体力学性质的数值模拟试验
补充资料:柱,锥,台体体积公式

v台体=1/3h(s上+√(s下*s上)+s下)

当s上=s下时:

v柱=s*h

当s上=0时:

v锥=1/3s*h

都可根据台体体积推得."s上"为台体上体面,"s下"为台体下底面,"h"为高.

说明:补充资料仅用于学习参考,请勿用于其它任何用途。
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