fill slope 中文意思是什麼
fill slope
解釋
路堤邊坡-
Based on the theory of unsaturated soil mechanics and the properties of compacted expansive soil, this paper takes the northern part k12 + 840 - k12 + 920 of nanning urban highway as an example to studies some aspects of lime improvement of expansive soil and the technology of construction. the chief content of this paper is : the lime improvement mechanism of expansive soil ; confirm the technical parameters of lime mixed from the results of test in laboratory ; the scale - down test to define the maximum effective grain size of expansive soil when it is improved by lime ; by building bank slope model and making use of finite element seepage flow program of saturated - unsaturated to calculate the examples, this paper simulates the humidity site in order to checkout the effect of lime improvement ; studies and proves that it is feasible to mix blocky expansive soil and pulverous lime, and to fill roadbed by common construction machines etc.
本文研究的工作就下述幾個方面展開：用石灰改良膨脹土的機理；通過室內試驗確定摻灰的技術指標；在室內進行膨脹土摻灰的最大有效粒徑的模擬試驗，即鈣離子水試驗，由此總結出「粉?塊」灰?土攪拌工藝的有效性、合理性和可行性；用數值方法對路堤使用期的濕度場進行模擬，並與路堤的強度?變形的計算域耦合，以檢驗土性改良的效果，從而探索一種描述改良膨脹土路堤運行工況的數值方法；用現有最常用的且費用最低的施工機具，對灰?土進行「粉?塊」攪拌摻和及路基的填築施工等。 -
Cut - and - fill slope
挖填斜坡 -
Analysis of slope stability is one of the most important problems in geotechnical engineering. the stability of all kinds of natural slope, higeway, airport, refuse dump, dam, fill, excavation need to be analysed
在土木工程中，邊坡穩定分析十分重要，如各種各樣的天然邊坡、高速公路、機場、填埋場、土石壩工程、各種填方、挖方工程等等都需要進行穩定分析。 -
The slope of the rock fill mound is inclined about 35 degrees to the horizontal. the deeper the dredging level, the wider the base of rock fill required
-毛石堆與水平面的角度約35o ，越挖得深，毛石堆地基底座的闊度便要越大。 -
The major activities involved during the construction stage of the project are cut and fill earthworks, slope works, earth retaining walls, irrigation buffer lake, detention ponds and tanks, sand bunkers and golf course capping and turfing
2 . 3 . 1在工程項目的施工期內，主要的工程活動包括挖填土方工程斜坡工程護土墻灌溉緩沖湖靜水塘缸沙坑及高爾夫球場的加蓋草皮鋪設。 -
The choice dam type is especial importance, during the designed research of the rock - fill dam, particular under the rock - fill dam with very deeply cover layer, the stress and strain of the middle wall and cutting interpenetration wall of the dam foundation is mostly sensitive, whether the. design of dam is scientific and reasonable, it is very important for cutting interpenetration and stability of the dam, the article offer the reference for the design of cutting interpenetration in the foundation with deep cover with earth the water conservancy in xiaban zone, based on the study and analysis the design of cutting seep in the foundation with deep cover with earth, cutting interpenetration concrete wall and the joining model of cutting interpenetration material in body of dam and the applying effect in the practical worko based on the foundation which absorbed and summarize the achievement of design and research in the inter and outer country, for the project of the clay vertical middle wall and vertical cutting interpenetration, the asphalt concrete vertical middle wall and vertical cutting interpenetration the clay inclined middle wall and the lever carpet layer cutting interpenetration, respectively in terms of the different stage of complete period sluice period and working condition, adopting nonlinear calculate and analysis with the finite element method ; carrying the analysis and study with the 3d finite element method as to the different joining model of the left bank high slope cutting interpenetration body and the foundation concert cutting interpenetration wall ; carrying the analysis and study with the 3d finite element method as to the effect of the wall stress and strain because of the different elasticity modulus of the concert cutting interpenetration wall through the analysis and study with the different project. have comparatively all - around comprehended the various model dam, particular the distribute rule of stress and strain of the cutting interpenetration system, provide for the important evidence of the plastic area size the join model of the foundation cutting interpenetrate wall and dam body cutting interpenetrate system the choice of the dam model and the design of the structure of the dam body, the result of research and advice have very importance value in design and building for the similarity project
工程設計中，壩型的選取顯得尤為重要，特別對于壩基有深厚覆蓋層的堆石壩，心墻和壩基防滲墻的應力和變形是壩體、壩基最敏感的部位，設計方案是否安全、科學和合理，對大壩防滲和穩定起到至觀重要的作用。本文研究分析了國內外深厚覆蓋層基礎防滲設計、壩基混凝土防滲墻與壩體防滲體銜接形式及工程實際應用效果，為下坂地水利樞紐工程深厚覆蓋層基礎防滲設計的方案選擇提供了參考；在吸收和歸納了國內外堆石壩的設計研究成果的基礎上，對粘土心墻和壩基垂直防滲方案、瀝青混凝土心墻和壩基垂直防滲方案以及粘土斜心墻和壩基水平鋪蓋防滲方案，分別按竣工期和蓄水運行期的不同工作情況進行了有限元非線性計算分析；對左岸高陡邊坡的大壩防滲體與基礎混凝土防滲墻的不同結合型式進行了三維有限元靜力計算分析和研究；對混凝土防滲墻不同彈性模量對墻體應力和變位的影響進行了三維有限元靜力計算分析和研究。通過對不同方案的計算分析和研究，比較全面的了解了各方案壩體，尤其是防滲體的應力和變形分佈規律，為壩型選擇、壩體結構設計、基礎防滲墻與壩體防滲體的結合型式以及塑性區大小的確定提供了重要依據。 -
The overall fill amount of the airport is 1091. 2347 noyriastere and the height of the fill is almost 60m, with pertains to the high fill projects of the airport, whose site to prography and lithology is very varied. the basement of the till area is a slope dip place of slow dip downhill roch. there the research on the stability of the side slope filled is very necessary, this is because not only the design construction operation and investment of project is under influence, but also the feasibility of the projecct is also restricted, which is the key of the successful construction of the airport
為開發資源，改善投資環境而興建的荔波機場位於貴州省荔波縣東北約12km ，機場總填方量1091 . 2347萬m ~ 3 ，填方高度近60m ，屬高填方機場，其場址地形及巖性復雜，填方區基底為緩傾角順坡巖層的斜坡地區，因此填方邊坡的穩定問題研究是十分必要的，因為不僅影響到工程設計、施工、運行和工程投資，甚至制約著工程的可行性，是機場安全順利建設的關鍵。 -
Three - dimensional finite element analysis of some high fill slope stability
九寨黃龍機場填方高邊坡靜力穩定性分析 -
As is seem from above, if the natural ground is filled directly in high - fill side slope at liho airport. the entire stability of the side slope filled is good. there are n ' t global stability problems alongside with the hight of the strong - moderate weatheing mud shaly, but there are n ' t unstable location partly, alongside with overburden slipping
四川大學工程碩士專業學位論文通過以上分析得知，荔波機場高填方邊坡若直接在天然地基上填方，填方邊坡整體穩定性較好，場區不存在沿強一中風化泥頁巖的深部整體失穩問題。 -
He has contributed significantly towards experimental research in a wide range of practical problems including slope stability, reinforced fill, retaining walls and excavation support systems, submarine pipelines, piling and ground treatment processes. his contributions in retaining walls and reinforced soils earned him the sir benjamin baker silver medal awarded by the uk institution of civil engineers
他對實驗研究作出極大的貢獻，研究課題實用性高而且廣泛，包括邊坡穩定、加固填土、護土墻和深基開挖支撐系統、海底管道、樁基礎和地基處理。在護土墻及加固填土方面的研究使他贏得英國土木工程師學會的sirbenjaminbakersilvermedal 。 -
Tsing yi north coastal road, castle peak road and fan kam road ), drainage improvement works in yuen long and shenzhen river, site formation, slope works, landfill, reinforced fill works, reclamation, and work on rock tunnels and caverns
這些工務計劃包括了道路改善工程（例如青衣北岸道路、青山公路和粉錦公路） 、元朗及深圳河的排水渠改善工程、其他各類計劃的地盤平整及斜坡工程、填土及加筋填土工程、填海工程、開鑿巖石隧道及巖洞等。 -
Cut and fill slope
半填半挖式斜坡 -
Associated drainage, lighting, retaining walls, reinforced fill embankment, slope works and landscaping works
進行相關的渠務照明護土墻加筋填土堤斜坡及環境美化工程。 -
This is the first time to apply prestressed carbon fiber to roadbed engineer in the world. the high tensile strength and corrosion - resisting property of prestressed carbon fiber make it possible that the soil is in triaxial state of stress. therefore, the embankment fill can be compacted, the settlement can be reduced and side slope stability can be improved
本課題第一次將預應力碳纖維技術應用於路基工程中，利用碳纖維的高抗拉強度和高耐腐蝕性，對其施加預應力，使路基土體處於三向受壓應力狀態中，從而加強路堤填料的密實程度、減少路堤的總沉降、增加邊坡的穩定性。 -
Homogeneous compaction of fill slope
填土斜坡的均等壓實度 -
In order to solve problems that frequently happen in today ' s construction of expressway, such as excessive or asymmetrical settlement, poor side slope stability, a research project on the application of prestressed carbon fiber to control high fill settlement and improve side slope stability is carried out
「預應力碳纖維約束高路堤沉降和邊坡穩定新技術」課題是針對當前高速公路建設中高路堤不斷增多，而高路堤又常常產生過大或不均勻沉降、邊坡穩定性差等常見病害而提出的。 -
After the engineering slope was dug, several small plastic zone the designed rock - fill dam will coming in the temporary slope, because rock - fill dam change the stress field on a small degree. but a gravity dam will arouse a great area of plastic zone in the permanent slope, which will bring a stability problem. after detail and depth study, the rock - fill dam project is more compatible of the engineering geology condition in nuozadu hydraulic - power station ' s dam site
工程邊坡開挖后，擬定的堆石壩方案由於嵌入淺，應力的調整有限，塑性區主要分佈在壩頂高程附近的較小范圍內；而擬定的重力壩方案，由於嵌入深，引起了一定程度的應力調整，邊坡巖體表層產生了鬆弛變形，塑性區主要分佈在壩頂高程到坡頂前緣（永久邊坡）的v ivb類巖體分佈區。
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