geological action 中文意思是什麼
geological action
解釋
地質酌- geological : adj. 地質學的，地質的。 a geological survey 地質調查。adv. -ically
- action : n 1 動作，活動；行為，行動。 ★ act 指一次所作的行為；action 雖與 act 同義，但多半指某一期間內出現...
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After long - term synthetic action of these factors, the complicated rock mass in the right dam foundation come into being. the adjoining rock engineering geological classification of water - conservancy and hydraulic - power project reconnaissance code ( gb50287 - 99 ), geomechanic system ( bieniawski, 1973 ), rock mass quality index z ( xiaowang, 1995 ), artificial neural network and field classification were used in the rock mass quality classification
本文採用水利水電工程地質勘察規范（ gb50287 - 99 ）的圍巖工程地質分類、巖體rmr分類（ bieniawski ， 1973 ） 、巖體質量指數z分級（小灣， 1995 ）以及人工神經網路分類，對壩區巖體按其基本指標作出定量化評分、分級。 -
Malan loess was a special water sensitive geological deposit, whose physical, mechanical and hydraulic properties changed obviously under the softening action of water
摘要馬蘭黃土在水軟化作用下，土體的物理、力學與水理性質呈現出明顯的規律性，屬典型的水敏感性地質體。 -
Primarily summerization on geological characteristics and new progress in scientific research of these deposits are given in this paper, the author proposes that mineralogenesis of mpcd type gold deposit is closely related to meso - neozoic volcanic - subvolcanic action ( cryptoexplosive breccia ), tectonic movement and maturation of organic material
本人概略介紹了其礦床地質特徵、研究現狀及其新進展，並明確提出了該類型金礦床的成礦與中新生代火山-次火山（隱爆角礫巖）作用、構造運動及有機質的作用息息相關。 -
From the aspect of the coupling action of geological and engineering conditions, this paper analyzes their influences on high slope stability. the result shows that constructional surface, lithology, slope angle and height are the most influential factors. provided that a slope angle in a stepped slope is constant, the slope stability is very sensitive to the height / width ratios of steps, and the best design for the slope is to make the height of each step no more than one - third of the total height and the height / width ratio between 1 : 0. 2 - 0. 3
從地質與工程耦合作用出發，分析了地質因素和工程條件對高邊坡穩定性的影響，指出結構面、巖性以及坡角和坡高是邊坡穩定性的重要影響因素，在邊坡角一定的前提下臺階狀邊坡的臺階高寬比對邊坡穩定性影響山十分明顯，一般以每級臺階的高度不超過總坡高的1 / 3 ，高寬比在1 ： 0 . 2 0 . 3之間為最佳設計。 -
The crackings on buildings in research areas are the result of multi - factors comprehensive action, buildings open fissure relation to the geological environment condition of the research area, such as regional stability, hydrogeologic condition, engineering geological condition, structure of building, exploitation shaking of gold ore, etc
該研究區域房屋開裂是多因素綜合作用的結果，房屋開裂與該區城地質環境條件的變化密切相關，主要影響因素有：區域穩定性、水文地質條件、工程地質條件、建築物結構形式、金礦開采振動等。 -
This paper draws conclusions from the studies on five typical deposits which are distributed in the west of lanping - simao basin. these conclusions are as follows : the types of copper deposits are different because the geological backgrounds of this area in different period are different ; songjiapo copper deposit belongs to a typical porphyry deposit, its mineral liquid mainly come from the magma that formed the triassic eruptive rocks and effected by the subsequent geological action ; jinman copper deposit, shuixie copper deposit and kedengjian copper deposit are the hydrothermal type
文章在綜合分析、比較各礦床的礦床地質和地球化學特徵的基礎上，還結合了研究區的地質背景資料，研究了前人的成果和認識，初步分析了區域不同類型銅礦床的形成機制，探索性地提出了各類型銅礦床的成礦模型，以期為該區的找礦勘探和礦產開發提供理論依據。 -
So, operation forms of groundwater are classified into physical operation, chemistry operation and biology operation, etc. environmental effect of geological hazard on the action of groundwater is classified into control effect, subsidiary effect and second effect, etc
將地下水的作用形式分為物理作用、化學作用和生物作用等；地下水對地質災害的環境效應分為、控制效應、輔助效應、次生效應等。 -
In the preface, review on relative research fields was given, included reviews of sea bed dynamic reaction to wave action research and engineering geological environment research of subaqueous delta of yellow river, brief instruction about the thesis ' s idea was presented also. the body of dissertation can be divided into 12 chapters
本論文對研究領域進行了評述，包括海床對波浪動力響應研究現狀和黃河水黃河水下三角洲表層工程地質環境動態變化研究下三角洲地質環境研究的現狀，然後介紹了黃河水下三角洲工程地質環境，交代研究區的背景。 -
From chapter 4 to chapterl 1, a serial of comparable methods were adapted to analyze the obtained results in chapter 2 and chapter 3, in order to describe quantitatively the changing of engineering geological environmental factors with time and space that is induced by different wave loading action, including reaction of topo and morphologic features to hydraulic condition, reaction of grain size and mineral composition to it and reaction of static and dynamic mechanical index to it
在此基礎上，針對現場和室內實驗取得的結果資料，採用一系列統計分析方法，定量描述水動力作用導致的黃河口典型研究區工程地質環境要素隨時間和空間的變化，包括形貌特徵對水動力條件響應、沉積物的粒度與礦物成分及結構對水動力條件的響應、沉積物的靜力與動力學指標對水動力條件的響應。 -
In the last part of the thesis a study of engineering effect about the complicated rock mass was done base on a numerical simulation and the engineering geological condition in the dam site. numerical simulation result reflect several disciplinarian of stress - distortion action in the right bank slope. firstly, today ' s right bank stress field mainly is grave stress field
在上述研究工作的基礎上，通過對右岸巖體應力?形變作用的有限元數值模擬分析，表明：右岸壩基巖體的現今應力場主要是在自重應力場的基礎上，河谷下切應力、分異的應力場。 -
Emergency disposition of geological disaster is a key link of emergency response of the disaster and a emeragent disaster - mitigating action based on geological hazard or disaster situation
摘要地質災害應急處置是地質災害應急響應的中心環節，是針對地質災害險情或災情採取的緊急減災行動。 -
Probe into mining right action problems in coalfield geological exploration units
煤田地勘單位礦業權運作問題探討 -
The dissertation was relied on the project of national nature science foundation project formation and failure of hard crust on the subaqueous delta of yellow river ( contract no. 141720888 ), and objective to research dynamic variation of engineering geological environmental factors i. e., topographic and morphologic features, composition and structure, physical and mechanical properties on the subsurface of yellow river delta, that was induced by wave loading action
本學位論文以國家自然科學基金面上項目「黃河口水下斜坡硬殼的形成與破壞」 （項目號： 141720888 ）為依託，旨在研究波浪作用導致的黃河三角洲表層工程地質環境要素，即形貌特徵、物質組成、物理力學性質的動態變化過程。 -
In this paper, rock mass structural features have been studied systematically, anti - sliding boundary condition is defined and dam shoulders anti - sliding stability is evaluated based on studying on the genesis of rock masses discontinuities and geological investigations, data statistics and indoor test. based on research productions that have been obtained, basalt lithofacies features and action of rock mass structural and tectonic stress field are generalized
本文通過大量野外地質調查、資料統計和室內測試分析，在對結構面成因研究基礎上，系統總結了壩區結構面的工程地質特徵，確定了壩肩抗力體的邊界條件，分析了壩肩抗力體的抗滑穩定性。 -
Because of those, the paper systems analysis the complicated geological environment, the character of rock mass ' s stress field and the stability of landslide on the right bank, in addition, the paper also deeply studied the geological engineering problem after the dam was builded in order to provide science datum for engineering decision, and elicited several conclusion : ( 1 ) the character of rock mass ' s stress - strain and new structure stress fieldrfrom the middle of q3 to today, the direction of the maximal principal stress has already changed to the sn, the stress - strain action and three direction of stress have been changed from " potential positive break " to " potential slide "
同時通過以上的分析研究本文得出了以下主要的結論與認識： （ 1 ）最新構造應力場與地殼巖體應力?形變作用的現今特徵：自晚更新世（ q _ 3 ）中期以來，區域應力場的最大主應力（ _ 1 ）作用方向轉為近南北向（ n10 w ）作用並一直持續至今，地殼巖體的三向應力狀態及應力?形變作用經歷了由早期的「潛在正斷型」轉變到近期的「潛在走滑型」兩個不同的發展階段。
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