unconsolidated-undrained triaxial test 中文意思是什麼

unconsolidated-undrained triaxial test 解釋
不固結不排水三軸試驗
  • unconsolidated : 非固結的
  • undrained : 不排水的
  • triaxial : n. 有三軸的。
  • test : n 1 檢驗,檢查;考查;測驗;考試;考驗。2 檢驗用品;試金石;【化學】試藥;(判斷的)標準。3 【化...
  1. Uu. soils : investigation and testing. shear strength tests with revolving triaxial test apparatus. apparatus. preparation of test specimens. unconsolidated and undrained test. consolidated and undrained test with measurement of the interstitial pressure. consolidated, drained test

    土壤:調查與試驗.用三軸試驗儀器測剪切強度試驗.儀器.試驗標本的制備.鬆散的不排水的
  2. Standard test method for unconsolidated - undrained triaxial compressiontest on cohesive soils

    粘性土壤的鬆散-不排水三軸壓縮試驗的標準試驗方法
  3. The research involves two problems how to estimate the water and earth pressures on the supporting structure around a foundation pit and choose the strength parameters. the paper analyses the shear strength parameters for the unconsolidated - undrained triaxial test and the consolidated - undrained triaxial test in layered soil

    課題從室內三軸試驗著手,通過大量的試驗對不同深度下各層土體的不固結不排水抗剪強度指標和固結不排水抗剪強度指標進行了比較和分析。
  4. Unconsolidated - undrained triaxial test

    室內土工試驗不固結不排水試驗
  5. Geotechnical investigation and testing - laboratory testing of soil - part 8 : unconsolidated undrained triaxial test iso ts 17892 - 8 : 2004 ; german version cen iso ts 17892 - 8 : 2004

    土工調查和試驗.土壤的實驗室試驗.第8部分:鬆散的不
  6. Based on the engineering geologic investigation reports of 22 buildings and the author ' s own tests in lab ( which includes 18 groups of conventional test and compression test, 8 groups of unconsolidated undrained triaxial test and 8 groups of quick direct shearing test ), taiyuan silt is studied in the paper. firstly, the variability of silt indexes is analyzed. the analyses results show the change laws on variability, in addition, the average value and variability coefficient ranges of silt indexes are given for reference

    本文以太原地區粉土為研究對象,在收集、整理了22個建築工程場地勘察報告和作者室內試驗成果( 18組常規試驗和壓縮試驗、 8組不固結不排水三軸剪切和8組直剪快剪試驗)的基礎上,對太原粉土作了以下方面的分析研究:首先研究了粉土工程性質指標的變異性,得出了變異系數的變化規律,給出了各工程性質指標均值和變異系數范圍的建議值。
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