static water pressure 中文意思是什麼
static water pressure
解釋
靜水壓力-
Below the water table at static equilibrium, hydrostatic pressure potential increases with increasing depth.
當靜態平衡時，在水面以下，靜水壓力隨深度而增加。 -
This paper establishes a model simulating dam actual placing process and considering the non - continuity of initial temperature on the boundary of new and old concrete, daily air temperature change, concrete - placing temperature, hydration heat, heat insulation on boundary, water - storing process, placing intermission and curing with water. the calculation of stress field considers the concrete weight, static water pressure, thermal stress, different autogenous volume change between rcc and normal concrete, change of elastic modulus of concrete with age and creep action
考慮了乞今最為全面的初始條件和邊界條件，包括模擬壩體的實際升程過程，考慮了新老混凝土接觸面上的初始溫度不連續，逐日的氣溫變化，混凝土的入倉溫度，水化熱溫升，邊界保溫，水庫蓄水過程，澆築間歇以及灑水養生等因素；應力場的計算考慮了混凝土的自重，靜水壓力，溫度應力，常態混凝土與碾壓混凝土不同的自生體積變形，混凝土的彈性模量隨齡期的變化以及徐變的作用。 -
Taken the bank spillway at yubeishan reservoir as an example, the water loads acted on the spillway, such as static water pressure, dynamic water pressure, shear stress on the surface of the step and so on, are calculated, which can provide evidence to the stability analysis of the dam slope and slope protection
並以萬縣魚背山水庫岸邊溢洪道為例，計算了溢洪道上所受的水流荷載及其分佈，為土石壩坡和護面的穩定分析提供了依據。通過計算證實了既使在較大的單寬流量下，緩坡上的階梯仍有較高的消能率。 -
Accident case of under water board cast - in - situ pile as well as the analysis of static pressure settlement method
水下鉆孔灌注樁事故實例及靜壓法處理方法分析 -
（ ceramis headwork : 500, 000 life cycles, water static pressure max, 35 bar ）
陶瓷閥芯：使用壽命開關50萬次，靜態最大耐壓35巴。 -
Based on mechanics of fracture, and regarding thermal stress caused by temperature difference and static hydraulic pressure caused by fracture water as the main factors, the forecast of collapse period of dangerous rock is researched through different combination forms of fracture types, then a way to calculate collapse period of dangerous rock is provided
摘要以斷裂力學為基礎，以溫度差引起的熱應力及裂隙水引起的靜水壓力為主要影響因素，通過不同的斷裂類型組合形式研究了危巖垮塌的周期，提供了一種計算危巖垮塌周期的方法。 -
Non linear static & dynamic finite element procedure is adopted for the true emulation of the four typical geologic profiles of the dam, and imitates to compute the each stage deformation and stress distribution from the dam fill to full water run and during the 7 degree seismic intensity, the article also imitates to compute the response to earthquake force, the excess vibration pore water pressure distribution and permanent deformation, predicting the occurrence possibility of the crac ^ plastic zone and earthquake liquefaction
採用非線性靜、動力有限元分析程序對圍壩的4個典型剖面進行了靜、動力模擬模擬，模擬計算了壩體自填築至蓄水運行和發生7地震各階段壩體及壩基的變形以及應力分佈，地震應力響應和地震引起的超靜振動孔隙水壓力分佈以及永久變形。判斷了壩體和壩基中出現裂縫、塑性區以及地震液化的可能性。 -
In the paper, static and dynamic triaxial tests were conducted on fiy ash at shanmenxia longgou ash dam, and the static and dynamic parameters of fly ash were obtained. thirdly the 2 dimensions static analysis of the ash dam was conducted based on biot ' s consolidation theory and duncan ' s nonlinear stress - strain model. finally the plane dynamic behaviors of the ash dam during earthquake of intensity 7 were analyzed based on the exponent function model of excess pore water pressure aroused by earthquake, which is put forward in the paper, and equivalent visco - elastic dynamic fem model and principle of effective stress
本文結合實際工程，對三門峽火電廠龍溝灰壩的築壩粉煤灰進行了靜、動三軸試驗，確定了該壩粉煤灰的靜動力學指標；然後根據比奧（ biot ）固結有效應力原理，採用鄧肯（ duncan ）非線性應力應變模型，對該灰壩的二維靜力應力和變形狀態進行了分析；最後利用本文提出的地震超靜孔壓指數函數模型，採用等價粘彈性動力有限元方法，對該灰壩在地震作用下的動力穩定性進行了分析評述。 -
The static loads were placed step by step in time sequence in order to simulate the construction conditions of the dam during the calculation. the results of the analysis show that excess pore water pressure would not appear in the design section during the analysis results that the dam was statically stable and the construction process was reasonable
在靜力分析過程中採用在時域上逐步加載的方法，模擬了壩體的施工填築過程，計算結果表明，設計斷面在貯灰過程中不會產生很高的超靜孔壓，壩體靜力穩定狀態較好，施工進度合理。 -
Standard test method for water penetration of metal roof panel systems by static water pressure head
通過靜水壓頭測試金屬屋頂格間水滲透性的標準試驗方法 -
Study on ultimate bearing capacity of static pressed pile based on excess pore water pressure dissipation
基於超靜孔壓消散的靜壓樁極限承載力研究 -
Standard test method for water penetration of exterior metal roof panel systems by uniform static air pressure difference
採用均勻靜態空氣壓差分析外部金屬屋面板系統防水漏性能的標準試驗方法 -
Through static emulating calculation of the high - pressure heater, the influence of high - pressure heater leakage upon its operation paeameters, such as outlet temperature of the feed - water, pressure loss of the steam extraction pipeline, and temperature of the drain, has been analysed
摘要通過對高壓加熱器的靜態模擬計算，分析了高壓加熱器?漏對其運行參數，如給水出口溫度、抽汽管道壓損、疏水溫度的影響。 -
Test method for water penetration of flat plate solar collectors by uniform static air pressure difference
均勻的靜氣壓差下平板太陽能收集器的透水性的試驗方法 -
Standard test method for water penetration of exterior windows, skylights, doors, and curtain walls by cyclic static air pressure difference
用循環靜態氣壓差法測定外窗天窗護墻及門滲水度的標準測試方法 -
Standard test method for water penetration of exterior windows, skylights, doors, and curtain walls by uniform static air pressure difference
用統一的靜態壓差法測定外窗天窗護墻和門滲水度的標準測試方法 -
Three experimental schemes were taken, including the draining plastic board and pre - compression with stacking load, the draining plastic board and punning, the replacement treat after punning. the deep horizontal movement of soil body, hyperstatic pore water pressure, the ground surface settlements and horizontal movements, dynamic detection and static load experiment were carried out in site
此次方案研究採用塑料排水板+堆載預壓、塑料排水板+強夯、強夯置換等三種試驗方案，對土體深層水平位移、超靜孔隙水壓力、地表沉降及地表水平位移、動力檢測和靜力荷載試驗等進行了現場測試。 -
Standard test method for field determination of water penetration of installed exterior windows, skylights, doors, and curtain walls by uniform or cyclic static air pressure difference
用統一的或循環的靜態氣壓差法現場測定已安裝的外窗天窗護墻及門滲水度的標準測試方法 -
Prediction of excess pore water pressure resulted from static pressed pile and time - dependent pile ultimate bearing capacity
靜壓樁引起的超孔隙水壓力及單樁極限承載力預測 -
By analyzing data of in - situ and laboratory in a certain project, the foundation stability is calculated with considering structural shear strength and meanwhile the foundation stability is also calculated with apparent strength increase total stress and the effective stress method considering the over - static water pressure ; and then the result could be gained : conventional method is conservatism
結合具體的工程實例，對各種原位和室內試驗進行統計分析，對地基土進行考慮結構強度增長的總應力法穩定性計算，並與考慮表觀強度增長的總應力法和考慮超孔隙水壓力的有效應力法地基穩定性計算進行對比。
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