geotechnical data 中文意思是什麼

geotechnical data 解釋
巖土數據
  • geotechnical : 地質工藝的
  • data : n 1 資料，材料〈此詞系 datum 的復數。但 datum 罕用，一般即以 data 作為集合詞，在口語中往往用單數...
  1. Because of the data on the geotechnical investigation cost is the basis to evaluate the geotechnical investigation cost, both the government and the parties in construction should attach importance to accumulate, neaten and apply the data on the geotechnical investigation cost

    無論是站在政府的角度，還是站在企業的角度，都要重視對勘察造價資料的積累、整理與利用。這是合理確定勘察造價的基礎。
  2. Technical rule of data processing for investigation of geotechnical engineering for fossil fuel power plants

    火力發電廠巖土工程勘測資料整編技術規定
  3. " field observation of high rock - fill dams and feedback data analysis " and " dynamic analysis of high earth and rock - fill dams and aseismatic measures ", the concepts and methods obtained in the above two consulting items were creative and evaluated by the ministry of electric power as being of international level. the research findings were adopted in such large - scale projects as the tianshengqiao water contral project, ming tombs water control project. dahe water contral project, ming tombs water control project, dahe water control project and lianhua water control project and awarded the second prize of scientific and technical advancement of the ministry of electric power. ( 2 ) the research on the stress - strain correlation of dam construction materials was awarded the second prize of scientific and technical advancement of the ministry of electric power. ( 3 ) the result of the field observation test and computational analysis for the tailing dam improvement project of xuzhou power plant was adopted by the east - china design institute of electric engineering with considerable economic benefit. ( 4 ) the result of the geotechnical test and data analysis of wenfu mine project was applied in the project with considerable economic benefit. ( 5 ) the field observation and data analysis of the kezier reservoir project provided a solid base for ensuring the normal operation and management of the reservoir

    「高堆石壩原位觀測和反潰分析研究」及「高土石壩動力分析及抗震工程措施研究」咨詢項目提出了具有開拓性的觀點與方法，經電力工業部鑒定評為國際先進水平，該兩項成果已應用於天生橋、十三陵、大河、蓮花等大型工程獲電力工業部科技進步二等獎； 「壩料土動力應力應變關系的研究」咨詢項目獲電力工業部科技進步二等獎， 「徐州發電廠灰壩加固工程勘測試驗與計算分析」咨詢成果已被華東電力設計院設計采納，工程效益顯著； 「甕福磷石膏渣場工程土工試驗與數值分析」咨詢成果已應用於國家重點工程甕福礦肥基地建設，效益顯著； 「克孜爾水庫工程原型觀測數據庫與資料分析」咨詢項目為水庫運行與管理提供了有力保證。
  4. Bearing capacity and displacement are two main problems in the application of geotechnical engineering. based on a series of pull - out tests using three kinds of paper and a sort of window screening as geogrid, twenty - seven in limit and several in working - stress geogrid - reinforced slope model tests designed through orthogonal principle have been conducted to have obtained the relationship between the bearing capacity and four factors ( i. e. reinforcement, angle of reinforced slope, the designed - length of reinforcement and the distance between layers of reinforcement ). the law of slope lateral ( horizontal ) displacement versus to the height of slope vary with external - load was derived from the model test data, and the main factor affecting the lateral and vertical displacement of geogrid - reinforced slope was obtained through analysis

    承載力（強度）和變形是巖土工程應用領域的兩大主要問題，本文以紙和窗紗布模擬加筋土邊坡的土工格柵，在一系列拉拔試驗的基礎上，以正交設計理論分別安排27個極限應力狀態和若干個工作應力狀態加筋土邊坡模型試驗，並以模型試驗獲得的數據為依據，採用誤差、極差及回歸分析方法，探討了加筋土邊坡承載力與筋類、筋長、層間距、坡角4因素的相關關系，獲得了在外荷載作用下加筋土邊坡的側向位移隨坡高的變化規律（並進行了定性解釋）和坡頂的豎向位移特性，並分析其主要控制因素。
  5. In order to overcome the disadvantages of the traditional calculating method, many researchers of geotechnical engineering like to use other calculating methods and analyze the oringinal settlement data to predict the settlement. compared with the traditional calculating method, this method has the advantages of accuracy and convenience

    希望通過分析土體受壓后的變形特性和對沉降的原始數據處理與計算方法上的深入研究，以得出比傳統的方法更加符合實際的地基沉降計算與預測方法。
  6. The process and methods of monitoring measurement in the course of construction are detailed the measuring data analyzed and treated are studied. besides the forecast and calculate of tunnel surrounding rock stably displacement are deeply researched, and according to the uncertainty of geotechnical engineering, grey verhulst model is put forward to forecast tunnel surrounding rock displacement based on optimizing gm ( 1, 1 ) model

    介紹了隧道施工監控量測的過程和方法，對量測數據的處理技術與分析方法進行了研究，深入地研究了隧道圍巖穩定位移的預測預報，並針對巖土工程的不確定性，在優化gm （ 1 ， 1 ）模型的基礎上，提出了用灰色verhulst模型預測隧道圍巖位移。
  7. Standard practice for using significant digits in geotechnical data

    在土工學數據中使用明顯數字的標準實施規程
  8. Especially, it is convenient to calculate the coefficient of subsoil settlement with the data of geotechnical engineering investigation

    工程實例表明，該方法具有較好的適應性，特別是對于常規的巖土工程勘察資料，可採用插值的方法進行地基沉降系數計算。
  9. According to the earthquake database of this research, the earthquake is classified into three levels - m < 4. 5, 4. 5 < m < 6. 0 and m > 6. 0. based on the hosokura mine array and csmip geotechnical arrays data. some meaningful conclusion can then be drawn

    根據本文中對地震動數據的分類，以下稱m 4 . 5的地震為類較小地震，稱4 . 5 m 6 . 0的地震為類較大地震，稱m 6 . 0的地震為類強烈地震。
  10. The variation of ground motion with depth is an important consideration in characterizing ground motion for embedded structures. in this paper, a study on the earthquake ground and underground motion by analyzing the surface and downhole data from hosokura mine array of japan and csmip geotechnical arrays of u. s. a. is conducted

    本文的研究對象及地震動數據包括：美國加州強震觀測計劃（ csmip ）的6個土工臺陣（ geotechnicalarray ）的28個地震，包括ns 、 ew和un三分量共429條地震加速度時程。
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