spot test analysis 中文意思是什麼
spot test analysis
解釋
點滴試驗分析-
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。 -
Spot test and result analysis of a pumping station
某泵站的現場測試及結果分析 -
( 2 ) taking the geology analysis as main way and combining the pre - test, predicating the tunnel ' s main geology condition ( rock quality, surrounding rock classification, long - wide joint, fault, ground water, crustal stress ), and predicating the main potential disaster ( collapse, breaking water, rockburst, large deformation ) ( 3 ) employing the stress test result and inverse analysis of the stress field, finding out the crustal stress " s distributing rule along the tunnel axes section : the highest crustal stress is 24mpa near the deepest spot, and predicting that the k2 + 260 ~ k3 + 000 likely to be the high crustal stress segment for this tunnel
通過地質分析、類比分析、監控量測、數值模擬、神經網路等方法，對鷓鴣山隧道潛在的主要地質災害（塌方、涌水、巖爆和大變形）進行了預測預報（ 3 ）在現場地應力測試成果的基礎上，運用數值計算進行應力場反演，基本查明了沿隧道軸線剖面的地應力分佈規律：地應力量級在最大埋深附近達到最大值24mpa ，並預測k2 + 260 k3 + 000段將很可能成為鷓鴣山隧道的高地應力段。 （ 4 ）塌方往往與斷層破碎帶及千枚巖相聯系。 -
Meanwhile, the algorithm of control is simulated and the result is analyzed. in addition, the spot test and the analysis of the result have been done on the basis of the software and hardware control system of stretch - bending machine
同時，對控制演算法進行了模擬實現和結果分析，並在拉彎機控制系統軟、硬體的基礎上，進行了現場測試和結果分析。 -
This article aims at the characteristics of a baibie harbor great bridge, by the spot construction test and mechanicses, limited an analysis, dissolve to the construction technics and loading capacity, stake deliver mechanism, bearing stratum and glazing rock depth area curve etc. s of the borehole cast - in - place concrete pile in the karst terrain do the some study research
國內外對于巖溶地區鉆孔灌注樁的研究，主要是針對具體工程的施工方案描述和施工故障及處理措施，對巖溶地段基樁的承載機理及承載力的綜合研究則未見報道。本文針對白墅港大橋的特點，通過現場施工試驗及力學、有限元分析，對巖溶地區鉆孔灌注樁的施工工藝、荷載傳遞機理、持力層厚度及嵌巖深度等方面做一些探討性研究。 -
The fashion colors historical data was took as the important quantification spot and the quantification was carried on by the colorimetric knowledge and physical test, and the pessimistic sequence forecast was introduced to the popular colors forecast, which made the new exploration to the quantitative analysis to achieve the goal of the assistance forecast
摘要將流行色背景數據作為重要的量化點，利用色度學相關知識和物理測試手段對色彩進行量化，提出將灰色數列預測引入到流行色預測中，對定量分析做出新探索，以達到輔助預測的目的。 -
This thesis attempts to explore some issues that deserve greater attention and further elucidation. based on a number of on - the - spot surveys and investigations, the thesis, taking statistics approaches such as factor analysis, one - way anova, independent - sample t test and regression, carries out in depth study of the push - pull theory, residents ’ perceptions and attitudes towards tourism in vernacular villages in southern anhui. furthermore, this thesis analyzes problems existing in tourism development of vernacular villages in southern anhui from a macroscopic perspective
為了促進皖南古村落旅遊的可持續發展，本文試圖從目前皖南古村落旅遊研究中涉及較少或已涉及但有待深化的領域著手，在大量實地走訪、問卷調查的基礎上，通過因子分析、方差分析、 t檢驗法和回歸分析等定量評價方法，深入研究皖南古村落旅遊推力-引力體系和古村落居民感知與態度，並從宏觀層面上分析皖南古村落旅遊發展中存在的一些問題。 -
Through the comparison between test and commission of low water - cut oil layers and the analysis of electric property and logging display characteristics, this paper brings forward the methods for identifying oil layer, low water - cut oil layers and oil and water layers, namely, through the comparison between natural potential and natural gamma as well as the varieties of oil saturation, electric resistivity, curve shape of hydrocarbon, volumetric coefficient and geochemical bright spot index to identify the layers
通過對低含水油層的試油與投產對比，對電性、錄井顯示特點的分析，提出了用測井自然電位與自然伽馬對比、含油飽和度、電阻度、氣測全烴曲線形態、灌滿系數、地化亮點指數的變化等識別油層、低含水油層、油水同層的方法。 -
Based on the concrete engineering of dunshang double - arch highway tunnel, this paper researches the mechanic properties of double - arch highway tunnel with soft and weak surrounding rocks through on - the - spot arrangement of the test components. with the aid of 2d - program, this paper make a simulated analysis of the whole construction process with three kinds of construction methods and also contrasts with the test results on the spot
基於軟體平臺2d -對不同施工方法下軟巖雙連拱公路隧道施工過程各階段圍巖與支護體系的力學性狀進行了數值模擬分析，並與實測結果進行對比分析，得出了一些有益的結論，為軟巖雙連拱公路隧道的設計與施工提供了有效指導。
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