water creep 中文意思是什麼
water creep
解釋
潛蝕-
In the program, the effect of lamination placement, construction interval, elastic modulus change, thermal insulation change, surrounding temperature change, concrete creep and autogenous volume change on thermal stress are considered. and such temperature control measurement as water pipe cooling, heat preservation of the dam surface, the pouring temperature control, the overflow across the dam top during flood season can also be simulated by numerical method
該程序在編制過程中考慮了混凝土分層澆築、施工間歇、彈模變化、絕熱溫升過程、環境溫度的變化、混凝土徐變、自生體積變形等因素對壩體溫度場及溫度應力場的影響，同時也考慮了水管冷卻、壩體表面保溫、控制澆築溫度、施工汛期壩頂面過水等各種溫控措施的數值模擬。 -
In computation the effect of thermal insulation, elastic modulus, creep degree and autogenous volume change along with age, the progress of pouring by layer, work suspension in summer, the change of air temperature, heat preservation, water cooling, and water storage, by stages on temperature field are considered
計算中考慮了混凝土的絕熱溫升、彈性模量、徐變度和自生體積變形隨齡期的變化以及分層澆築、夏季停工、外界氣溫變化、表面保溫、通水冷卻及分期蓄水等因素對壩體溫度應力場的影響。 -
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。 -
This article deals with the analysis carried out in association with measured creep process before and after initial dam impoundment when landslide occurs, which suggests that the landslide undergoes both acceleration and deceleration procedures as the water level increases and ends up with retarded creep state after the water level is in stabilized status
本課題對滑坡初期蓄水前後實測蠕滑過程進行了分析，證明滑坡在水位上升過程中經歷了加速和減速過程，水位穩定后進入減速蠕變狀態。 -
Abstract : because the water - binder ratio of both high strength concrete and high performance concrete are very low, it bring about the following consequences such as : 1, the grade of cement strength would be a negligible symbol 2, the effectiveness of mineral admixture would be considerably improved 3, the high cohesion of the mixture and concrete " s shrinkage and creep would be changed etc. all these consequences should be well deliberated by the construction circles
文摘:高強混凝土和高性能混凝土因其水膠比都很低，給配製與施工帶來如下現象：水泥標號的「標志」作用淡化，礦物摻合料的作用顯著改善，拌合物的高粘聚性、混凝土的收縮和徐變性能的變化等，這些現象都值得施工人員注意。 -
Technica1 specification for repairing water creep of houses
房屋滲漏修繕技術規程 -
Technical specification for repairing water creep of houses
房屋滲漏修繕技術規程 -
The jiangsu decoration industry limited company has the abundant technical force and the advanced mechanical device, has each kind of professionals 200, has the large - scale plate cutter, the booklet bender, the completely automatic pipe bending machine, the lathe, the punch press, drills washes the bed, the injection molding machine, rolls models machine as well as encapsulates the assembly line, the static electricity spurts the creep water line, the rubber brick assembly line
江蘇寶星實業有限公司擁有雄厚的技術力量與先進的機械設備，有各類專業技術人員200餘名，擁有大型剪板機、折彎機、全自動彎管機、車床、沖床、鉆洗床、注塑機、滾塑機以及包膠流水線，靜電噴塑流水線，橡膠地磚流水線。 -
In process of deep excavation in soft ground, the support system ' s deformation, external loads and internal forces are various with time. creep effects are detectable. meanwhile, the unloading induced by the excavation leads to the dissipation of excess pore water
在軟土地區開挖深大基坑，開挖中圍護結構位移、結構體的外荷和內力會隨著基坑暴露時間的增長而變化，呈現出明顯的流變效應；同時基坑開挖引起土體卸載，超靜孔壓的消散導致固結效應的產生。 -
By using the constitutive model, we can establish the creep and consolidation model, the variation trend of super pore water pressure and the development of viscoelastic settlement and viscoplastic settlement. at last forecasting the long term creep settlement in the metallurgy industrial estate at the backward position of haihe river in tianjin
並利用此本構關系建立蠕變與固結模型，計算出土層在大面積填土作用下超靜水壓力發展趨勢，同時得出其粘彈性、粘塑性沉降發展趨勢，最後對冶金工業區軟土長期蠕變沉降作出預測。 -
The study on retarded creep behavior using creep theory under condition of reservoir water lever in stabilized status for one and a half year demonstrates that the viscous coefficient of sliding soil shall increase as creep procedure continues, meanwhile, the displacement process of landslide surface area fitted by logarithmic curve matches closely with measured values
以蠕變理論研究在庫水位穩定一年半的條件下滑坡的減速蠕變現象，證明滑帶土粘滯系數隨蠕滑過程不斷增大，以對數曲線擬合滑坡表部位移過程與實測值吻合較好。 -
Investigation on the creep induced casing failure in water injection wells
注水開發油田泥巖層套管蠕變損壞機理研究 -
According to the method and system of study slide - slope : " from geological mechanism analysis and numerical simulation analysis and stability evaluation to forecast ", this dissertation has researched the stability of the creep - slide - body which is situated in jinlongshan - section - ii after the reservoir stored water
本文按照「地質機制分析數值模擬分析穩定性評價預測預報」的方法體系，研究了金龍山區蠕滑體在水庫蓄水后穩定性。 -
Firstly, based on the investigation of spot and analysis of amounts of data of exploration and monitor about creep - slide - body of jinlongshan - section - ii and lots of documents being referred, the dissertation summarizes the characteristics and mechanism that water induces the bank landslide
首先，在現場調研的基礎上，仔細分析了大量有關金龍山區蠕滑體的勘察資料和監測資料，並查閱了相關資料，從水庫誘發滑坡的作用特點、作用機制上進行歸納總結。 -
In this paper, basing on the data analysis and stimulating analysis of the concrete liner of the water diversion tunnel of the underground hydropower station in the right bank of the tgp, the distribution and influential factors of the thermal - creep stress of thick concrete liners with big diameters in the tgp are studied. the following several problems have been solved : 1
本文基於三峽工程右岸地下電站引水洞襯砌混凝土施工期監測資料和模擬計算分析，探討了三峽工程中大洞徑、厚襯砌混凝土在當前施工工藝下施工期溫度應力的分佈規律及影響因素，全文主要進行了以下幾個方面的工作： 1 -
It also evaluates the stability of the creep - slide - body after the reservoir - stored water and the stability during the reservoir running. yet, the stability of the creep - slide - body is being researched under the condition of discharging water rapidly
進一步討論了金龍山蠕滑體在水庫蓄水過程中以及正常運行時的穩定性問題，並對水庫快速泄水條件下的穩定性問題做了研究。
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