laboratory soil testing 中文意思是什麼

laboratory soil testing 解釋
土質化驗
  • laboratory : n. 1. 實驗室，化驗室，研究室。2. 爐房。3. 化學工廠；藥廠。4. 實驗課。
  • soil : n 1 泥土，土壤；土質。2 土地，國土。3 滋生地，溫床。4 農業生活，務農。n 1 臟東西，污物，污穢，污...
  • testing : 測試系統
  1. 176 drillholes, 9 coreholes, 178 trial pits, refurbishment of 48 existing standpipes piezometers, laboratory testing of soil and rock samples obtained from the investigation works along tuen mun road

    176個鉆孔， 9個土芯鉆孔， 178個探井，重整48個豎管測壓計及一系列的土壤和巖石樣本的實驗室試驗。
  2. 224 drillholes, 250 trial pits, refurbishment of 48 existing standpipes piezometers, laboratory testing of soil and rock samples obtained from the investigation works and the structural condition survey on existing highway structures along tuen mun road

    224個鉆孔， 250個探井，重整48個豎管測壓計，將所取得的土壤和巖石樣本進行實驗室試驗，以及對屯門公路上現有的公路建築物進行結構狀況勘測。
  3. Geotechnical investigation and testing - laboratory testing of soil - part 9 : consolidated triaxial compression tests on water saturated soils iso ts 17892 - 9 : 2004 ; german version cen iso ts 17892 - 9 : 2004

    土工調查和試驗.土壤的實驗室試驗.第9部分:水飽和土
  4. Engineering properties of this new type of fill material are discussed on the basis of laboratory modeling, field measurement and results of testing, thus laying a solid foundation for application of cement solidified soil in the core structure of cofferdams

    根據室內成型試驗、現場監測與檢測結果探討了水泥固化土新材料的工程特性等，為水泥固化土新材料在圍埝堤心結構中應用打下了堅實的基礎。
  5. Soils : investigation and testing - soil treated with hydraulic binder, possibly combined with lime, for use as a selected fill - part 2 : methodology of laboratory formulation studies

    土壤:調查和試驗.經水凝粘合劑處理的可與石灰混合的用作所選填土的土壤.第2部分:實驗室配方研究方法
  6. Geotechnical investigation and testing - laboratory testing of soil - part 2 : determination of density of fine grained soil iso ts 17892 - 2 : 2004 ; german version cen iso ts 17892 - 2 : 2004

    土工調查和試驗.土壤的實驗室試驗.第2部分:細粒狀土
  7. Geotechnical investigation and testing - laboratory testing of soil - part 4 : determination of particle size distribution iso ts 17892 - 4 : 2004 ; german version cen iso ts 17892 - 4 : 2004

    土工調查和試驗.土壤的實驗室試驗.第4部分:粒度大小
  8. The works comprise ground investigation along tuen mun road from tsuen wan to sam shing hui, laboratory testing of soil and rock samples obtained from the investigation works and the structural condition survey on existing highway structures along tuen mun road. the works are expected to commence in may 2006 for completion in september 2006

    路政署將會在介乎荃灣及三聖墟之間的屯門公路兩旁進行土地勘測，以及將所取得的土壤和巖石樣本進行實驗室試驗，以及對屯門公路上現有的公路建築物進行結構狀況勘測。
  9. Soil quality - guidance on laboratory testing for biodegradation of organic chemicals in soil under aerobic conditions iso 11266 : 1994

    土質.需氧條件下土壤有機化學藥劑生物降解實驗室試驗
  10. Geotechnical investigation and testing - laboratory testing of soil - part 3 : determination of particle density, pycnometer method iso ts 17892 - 3 : 2004 ; german version cen iso ts 17892 - 3 : 2004

    土工調查和試驗.土壤的實驗室試驗.第3部分:比重瓶測
  11. 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
  12. Geotechnical investigation and testing - laboratory testing of soil - part 7 : unconfined compression test on fine - grained soil iso ts 17892 - 7 : 2004 ; german version cen iso ts 17892 - 7 : 2004

    土工調查和試驗.土壤的實驗室試驗.第7部分:細粒土的
  13. Soil - investigation and testing ; determination of the coefficient of water permeability - part 1 : laboratory tests

    土壤.研究和測試.透水性系數的測定.第1部分:實驗室試
  14. In this dissertation, the engineering properties of the nano - al2o3 and nano - tio2 reinforced cement - stabilized soil are respectively studied through the laboratory experiments. based on testing data, the unconfined compressive strength ( ucs ) of nanometerial - al2o3 reinforced cement - stabilized soil ( narcss ) is firstly analyzed in different nanomaterial mixing ratio, cement mixing ratio, curing - period, water content, w / c ratio, etc., and then the stress - strain relationship of narcss is given. the variation of the ucs of nanometerial - tio2 reinforced cement - stabilized soil ( ntrcss ) is also given in different nanometerial mixing ratio and curing period

    根據試驗結果，首先分析了納米材料al _ 2o _ 3摻入比、齡期、土樣含水量、水灰比等對摻納米材料al _ 2o _ 3水泥土強度的影響，並給出其應力應變關系（本構關系）和一定條件下的最佳配比；其次，分析了納米材料tio _ 2摻入比、齡期等對摻納米材料tio _ 2水泥土強度的影響；最後，通過比較前人的研究成果，對分別摻入納米材料al _ 2o _ 3 、納米材料tio _ 2及納米材料sio _ （ 2 - x ）的水泥土強度進行了對比分析。
  15. The dissertation established a set of analysis method for the determination of soil compactness by instant vibration testing, and the feasibility of the method was verified by laboratory test

    本文為土密實度的瞬態振動測試建立了整套分析方法，並通過室內試驗證明了該法的可行性。
  16. Based on a great amount of laboratory test, the instant vibration signal from soil compactness ( include dry density and water content ) testing is analyzed systemically and the corresponding quantitative analysis method is put forward for the determination of soil compactness

    本文在大量的室內試驗基礎上，較系統地對土密實度（包括干密實度和含水量）瞬態振動測試信號進行了分析，給出了土密實度振動測試的定量計算方法。
  17. Soil quality - biological methods - biodegradability - guidance on laboratory testing for biodegradation of organic chemicals in soil under aerobic conditions

    土質.生物法.生物降解能力.有氧條件下土壤有機化學生物降解實驗室試驗指南
  18. Geotechnical investigation and testing - laboratory testing of soil - part 12 : determination of atterberg limits iso ts 17892 - 12 : 2004 ; german version cen iso ts 17892 - 12 : 2004

    土工調查和試驗.土壤的實驗室試驗.第12部分:阿特伯格
  19. Geotechnical investigation and testing - laboratory testing of soil - part 5 : incremental loading oedometer test iso ts 17892 - 5 : 2004 ; german version cen iso ts 17892 - 5 : 2004

    土工調查和試驗.土壤的實驗室試驗.第5部分:增加負荷
  20. The paper includes six parts : the first part summarizes the significance of the research, researching situation and its comment ; the second one shows the testing research work in situ and in the laboratory ; the third one is the settling and analysis of these data ; the fourth part introduces the numerical model of the response of sea - bed to waves ; in the fifth part we commends the effects of the different wave parameters and soil parameters ; the last part is the analysis of numerical simulation of strength heterogeneity of sediment

    本學位論文共分為六個部分，第一部分對研究領域進行了綜述；第二部分介紹了現場和室內開展的試驗；第三部分進行了試驗資料的處理與分析；第四部分建立了海床對波浪響應的數值模型；第五部分數值模擬了海床對波浪響應的影響因素；第六部分對沉積物強度非均勻化進行了數值模擬。
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