試探試驗 的英文怎麼說
中文拼音 [shìtànshìyàn]
試探試驗
英文
trial and error test-
Vegetation dynamics and soil characteristics of different period abandoned land was conducted in typical steppe at xilinguole league and meadow steppe at hulunbeier league, inner mongolia. the results showed : the function community of annual plants, perennial rhizornatous grasses and perennial rosette grasses were appeared at different succession stage of abandoned land in typical steppe and meadow steppe
本試驗分別在內蒙古錫林郭勒盟典型草原帶和呼倫貝爾盟草甸草原帶對不同撂荒年限的撂荒地植被動態及土壤特性進行了研究，目的是探討草原區撂荒地植被演替的規律，為撂荒地植被的重建提供理論依據。In view of bearing capacity of the elastoplastic theory analysis, the author made a comparison between the achieved bearing capacity limit load pi / 4 of round base ( space problem ) and the limit load pi / 4 of bar groundwork foundation design ( plane problem ) from soil mechanics at home and abroad as well as foundation criterion, and explained why the value of formula in present design criterion from soil mechanics is inclined to be conservative. in the light of the author ' s many years experience of vibration test on the spot and the research work of relevant projects, the author worked over the dynamic pile testing of the bearing capacity of foundation and batholith, and gathered the parameter of dynamic analysis and testing. the author also talked over the difficult point of pile foundation design criteria in present batholith engineering world, i. e. the confirmation of batholith bearing capacity of pile end, from the following aspects : a ) confirmation of single axis counter - pressure strength of rock in house ; b ) f. e. m calculation of elastoplastic model ; c ) calculation of soil mechanics ; d ) deep well load test
然後，對巖土工程領域至今尚未解決，甚至不為人注意的考慮地基變形的地基承載力問題進行了實用化的探討，提出了考慮地基變形的地基承載力上程計算方法；對基於彈塑性理論分析的地基承載力國內尚未見報道的空間問題得到了圓形基礎（空間問題）的承載力界限荷載p _ （ 1 / 4 ） ，並與國內外土力學專著及地基基礎設計規范中的條形基礎（平面問題）的界限荷載p _ （ 1 / 4 ） ，進行了對比，從而定量上解釋了目前設計規范引用土力學承載力公式值偏於保守的這一情況；根據本文作者多年從事現場地基工程振動試驗及相關課題的研究工作，本文以截頭錐模型模擬地基，對地基（巖基）承載力的動測法進行了研究，為各類地基（包括巖基） ，匯總了動力分析和檢測川的參數：針對日前巖土工程界應用樁基設計規范中的難點? ?樁端巖基承載力的確定問題，從巖石室內單軸抗壓強度確定、基於彈塑性模型的有限單元法計算、土力學計算及深斤載荷試驗四方面進行了深入討論；本文作者根據多年現場載荷試驗的工程實踐，對深井荷試驗裝置的核心部分? ?反力裝置，設計了側壁支撐反力加載系統，該加載系統具有實用、簡便、穩定及安個等優點。The firth chapter is " other questions of designing of the " dehong " ", it makes a study of of its bitt - towing - power - experiment and the layout of signal equipment according the property of salvation. directed by dr. shi xin
主要針對「德宏」輪的救助特性，對系柱拖力試驗、救助船技術要求、信號設備布置等問題，進行了分析和探討。Can be used to locate cable and pc board emission " hot spots " and evaluate emc problems at the breadboard and prototype level
，可用於探測電纜和印製板的發射「熱點」並評估試驗電路板和樣機階段的電磁相容And then the features of the tunnel deformation failure in various rocks are discussed by the breakdown test on single - arch model
進而對單拱模型進行了破壞試驗，探討了不同圍巖隧道的變形破壞特點。Numerous laboratory investigations were carried out to enable operating strategy to be formulated, including rig experiments to examine the effect of formed coke on stack permeability with various burdens, model work to determine optimum charging sequences for coke and briquetts with the selected burden, pilot - coke - oven trials to determine the most suitable coal blend for the base period coke
為了使操作可以程式化，我們已經進行過許多實驗性研究，包括用鉆探試驗來檢測型焦在不同負荷下對疊加浸透性的影響，用模型製作來確定在特定負荷下焦炭和煤磚的最佳加料順序，和用先導煉焦爐試驗來確定基期焦炭所需的最適合的煤混合量。Specification for dynamic penetration test
圓錐動力觸探試驗規程Subsoil - field investigations - part 1 : cone penetration tests
心土.野外勘測.第1部分:圓錐觸探試驗Specification for cone penetration test
靜力觸探試驗規程Static cone penetration test
原位測試靜力觸探試驗Dynamic penetration test
原位測試動力觸探試驗Light sounding test
原位測試輕便觸探試驗Application of static cone penetration test in geotechnical engineering investigation
靜力觸探試驗在巖土工程勘察中的應用Cone penetration test
圓錐觸探試驗2. by using the internal force - decomposability method, a numerical means was applied for the analysis of the test data, so we can probe into the situation of the internal force change on the steel and rpc, based on these, the simplified calculating formula is suggested
2 、採用內力分解分析法，對圓鋼管rpc試件試驗數據進行數值分析，分別探討了圓鋼管rpc在極限荷載狀態下的鋼管和rpc各自的內力變化情況，據此，提出圓鋼管rpc極限承載力的簡化計算公式。The paper describes the results of tests of 5 reinforced concrete beam - column interior connections specimens, in which the columns are very strong concrete while the intervening beams are much weaker. the paper describes the difference of the capacity between the connections and the columns and investigates the capacity of the connections when they are strengthened by the shapes. the paper also investigates whether the corresponding provisions of the current code are economical and safe
本文通過5個高強混凝土樑柱中節點試件試驗，了解樑柱混凝土強度等級在不同比值的情況下，節點區的軸心抗壓承載力與柱的理論軸心抗壓承載力的差異，探討了節點核心區採用不同數量的型鋼加強，對節點區的軸心抗壓承載性能的改善情況，驗證了我國現行規范有關條款的安全性和經濟性，在此基礎上提出了節點核心區採用型鋼加強后的計算軸心抗壓強度的建議公式，計算值和實驗值能較好吻合。The essence of digital landslide technique is to capture basic landside information through remote sensing ( rs ) and spatial positioning combined with other survey methods ; and by using gis technique to manage and store the digital information ; and then based on the landslide - geo - principium to make spatial analysis and establish digital three - dimensional, geo - referenced and multi - elements thematic landslide model serving the landslide survey, monitoring, assessment and disaster prediction and so on
摘要「數字滑坡」技術，就是以遙感（ rs ）和空間定位方法為主，結合其他勘探、試驗、調查手段獲取數字形式的、與地理坐標配準的滑坡基本信息；並利用gis技術存貯和管理這些數字信息；在此基礎上，根據滑坡地學原理進行空間分析，研製各類模型，並服務于滑坡調查、監測、研究、滑坡災害評價、危險預測、災情評估、滑坡防治等。Abstract : based on the result of the site investigation 、 test and field monitoring, this paper briefly describes the environmental geological condition and it s fundamental character of baitukan landslide, and analyses it s formation mechamism 、 stability and harmfulness. the corresponding counter - measure is thus suggested
文摘:根據現場調查、測繪、勘探、試驗和監測成果，簡要闡述四川省康定城白土坎滑坡復活變形的環境地質條件和基本特徵、成因機制、穩定狀況及危害程度，並提出相應的防治對策。By using x - ray diffraction ( xrd ), scanning electron microscopy ( sem ), transmission electron microscopy ( tem ), differential scanning calorimeter ( dsc ) and optical microscopy, mechanical activation is investigated. and during the study, two new innovative processes or thoughts, " dual activation reactive milling " and " in situ synthesis in salt bath activated by ma " has been presented for the synthesis of nanometer - sized powder. the phase transformation and oxidation control of cu - cr system during ma is also investigated
在採用x射線衍射分析（ xrd ） 、掃描及透射電子顯微鏡（ sem tem ） 、能譜分析（ eds ） 、熱分析（ dsc ） 、激光粒度測試等試驗手段對ma過程機械激活作用的研究中，發現並提出了「雙重激活反應研磨」和「機械激活鹽浴合成」兩種創新工藝思路；同時，對cu - cr難互溶體系在機械合金化過程中飽和固溶體、氧化物非晶的形成以及氧化現象的控制進行了探討分析。The conducted work in field contained case study area selection, topo survey, sample collection for grain size and mineral composition analysis, bore hole drilling and catching undisturbed soil samples for soil test and microstructure observation, portable cone penetration test, cone penetration test, dynamic penetration test, vane shear test, soil vibration test and hydrodynamic measurement
現場開展的工作有典型研究區選擇確定，地形測量，粒度與礦物成分分析樣品的採集，鉆探及用於土工測試和微結構觀測的原狀土樣的採集，輕型靜力觸探試驗，靜力觸探試驗，動力觸探試驗，十字板剪切實驗，土體振動實驗和水動力測量。分享友人