bedding planes中文是什么意思

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用"bedding planes"造句"bedding planes"怎么读"bedding planes" in a sentence

中文翻译手机版

层面

"bedding plane"中文翻译【地质学；地理学】层面，顺层面。
"vein following bedding planes" 中文翻译 : 沿层矿脉
"planes" 中文翻译 : 恶魔麦门; 飞机; 普拉内斯; 位面
"the planes" 中文翻译 : 位面
"bedding" 中文翻译 : n. 1.寝具，床上用品。 2.(家畜的)垫草。 3.基底；【建筑】基坑；【地质学；地理学】层里；【农业】定植。
"bedding in" 中文翻译 : 拉模的研磨; 嵌入
"bedding-in" 中文翻译 : 挖地造型; 研配
"alain planes" 中文翻译 : 演奏
"boots of the planes" 中文翻译 : 位面之靴
"bounded planes" 中文翻译 : 边界平面
"bundle of planes" 中文翻译 : 平面把
"cargo planes" 中文翻译 : 运输机
"change planes, to" 中文翻译 : 转机
"changing planes" 中文翻译 : 变化的位面
"clipping planes" 中文翻译 : 剪裁平面
"colinear planes" 中文翻译 : 共线面
"collinear planes" 中文翻译 : 共线面
"concurrent planes" 中文翻译 : 共点面
"conjugate planes" 中文翻译 : 共轭面; 共轭平面
"coordinate planes" 中文翻译 : 坐标平面
"crossflow planes" 中文翻译 : 横向正交平面
"crystal planes" 中文翻译 : 晶面
"design planes" 中文翻译 : 世界顶级设计专家团
"eutectic planes" 中文翻译 : 共晶面
"facial planes" 中文翻译 : 面部平面

例句与用法

Its behaviour is dominated by discontinuities such as faults, joints and bedding planes .
它的性态是由像断层、节理和层面等这样一类不连续面控制的。
Numerical simulation of the air leakage in the bedding plane of gob in shallow coal seam
浅煤层采空区层面漏风的数值模拟分析
Bedding plane cleavage
顺面劈理
On this basis , from the enterprise microseism bedding plane , it develops and gives the synthetically study frame about resource , ability , surround environment and compete superiority
在此基础上,从企业的微观层面,推演给出资源、能力、外部环境、竞争优势整合研究框架。
When the rock mass of dam abutment is enclosed by faults , joint fissures and bedding planes , it is necessary to carry out holistic anti - slide stability analysis in order to make the abutment withstand potential slide
摘要当拱? ?肩岩体为断层、节理裂隙、层面等结构面所围成，有可能产生滑移时，就应进行整体抗滑稳定分析。
According to specificities for jointed rock mass , multiple sliding failure of a jointed rock mass is presented , due to accumulation of stress along bedded plane of rock mass and destruction of remnant intact rock bridges between bedded planes and joints
摘要针对节理化岩体的自身特点，提出沿岩体层面产生的应力集中以及层面与节理之间的残馀完整岩桥破坏，将可能导致岩体产生复合式滑移破坏。
And rock triaxial serve testing system is used , through model test involving bedded planes and a set of joint normal to the bedded planes in rock mass , multiple sliding failure affected by properties of joints and confining pressure is analysed , the condition triggering multiple sliding failure and characteristics of failure plane are given , under the co - action of inclination of connective joints ( bedded planes ) , interlocking conditions of critical joints and confining pressure
并在室内利用岩石三轴刚性伺服机，通过模型试验对岩体的层面和一组与层面正交的节理的情况进行模拟研究，分析了结构面性状和围压对复合式滑移破坏的影响，给出了在贯通性结构面（层面）倾角、非贯通性结构面以及围压等因素共同作用下，节理化岩体发生复合式滑移破坏的条件以及破坏面特徵。
The above analysis shows some results as follows : generally the discontinuities including bedding planes are favor to the stability of slope , which means that most of the slopes will not suffer large sliding failure ; most of the high slopes situated in the interest area are stable . however there are some potential unstable wedges which can be identified based on the key block theory ; some suggestions for reinforcing high slope are presented based on the stability analysis and environmental friendly consideration
结果表明:该区边坡岩体条件对边坡整体稳定性有利;区内高陡边坡以稳定及基本稳定为主,不稳定边坡较少,但潜在局部不稳定块体较多;依据边坡的工程地质特征及稳定性评价结果,对该区高陡边坡的防治提出了建议。
Stability of rock slopes is generally controlled by the structure of rock masses , especially the soft structure surfaces . analysis of rock mass structures is a key to establish geological models and numerical simulation and a foundation to assess the stability of rock slopes . the weak structure surfaces are mainly bedding planes , faults , joints , schistosity plane and contact zones of intrusive bodies . since they are different in genesis and scale , the rock masses are different in features and mechanical intensities . based on the combination of rock structure bodies , 15 basic modes of deformation and failure of rock slope are systematically summarized . the deformation and failure of rock masses actually result from the recombination and rearrangement of these rock bodies . there are 11 types of rock mass structures and various deformation and failure of bank slopes are present in the reservoir area of the three gorge project
岩体结构，特别是软弱结构面对基岩斜坡变形与破坏具有显著的控制作用，岩体结构模式分析是建立斜坡地质模型和数学模型的关键和评价斜坡稳定性的基础。岩层层面断裂构造节理裂隙片理与劈理以及侵入体和围岩的接触带等是控制基岩斜坡稳定的软弱结构面，这些成因不同大小不一的结构面将岩体分割成性质各异力学强度不均的各种岩体结构体，构成了15种基岩斜坡变形破坏的岩体结构基本模式。不同结构体的重新组合与排列是斜坡失稳的内在原因。