test embankment 中文意思是什麼
test embankment
解釋
試驗堤- test : n 1 檢驗，檢查；考查；測驗；考試；考驗。2 檢驗用品；試金石；【化學】試藥；（判斷的）標準。3 【化...
- embankment : 壩體
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On the basis of collecting and arranging a large amount of projects experience, conbined with construction diversion flood passing measures design and hydraulic model test of lihua hydraulic pawer station in 1995 and 1996, the dissertation studies the issues related with characteristics of concrete face rockfill dam including the selection of construction diversion flood passing standard and measures, flood passing during construction period and embankment stage, coffer dam design, construction scheme and general schedule etc. and present preference for project construction
本文在搜集整理大量工程經驗的基礎上，結合蓮花水電站在1995年及1996年導流渡汛工程措施設計及水工模型試驗，對混凝土面板堆石壩的導流渡汛標準、導流方式及其選擇、施工期渡汛及壩體填築分期、圍堰設計以及施工方案及總進度等與混凝土面板堆石壩特點有關的問題進行研究，為工程建設提供一定的參考。 -
The curves of the consolidation settlement in soft clay base of flood land are gained, which compare the effect of sand drain. the settlement - time curves in different period are also gained, which increase the height of embankment to 8m, based on the test data of hang - yong highway. furthermore, the consolidation settlement characters of these entity engineering are analyzed, and, the variation rules of the rate of grade and degree of the curves in different period in the whole section, the maximal settlement and the liner regression relations between the rate of grade and degree are calculated
本文利用大變形固結有限元分析程序（ lscfea ）中的小變形平面固結分析單元（ sse2 ） ，結合實體工程項目進行了地基固結沉降的有限元計算，分別得出河灘相軟土地基在考慮砂井和未考慮砂井作用下的固結沉降曲線及杭甬高速公路試驗段在高堆載情況下的固結沉降曲線；並對以上曲線特徵進行了分析，得出各時間段曲線斜率、角度在整個斷面的變化規律，以及沉降最大值與斜率、角度變化之間的線性回歸關系。 -
Centrifugal model test of red and soft rock - filled embankment
紅層軟巖填築路堤的離心模型試驗 -
In this paper, on the basis of the numerical analysis with the concept of equivalent soil mass with reinforcement and shake table model test, the calculation of high loess embankment with geogrid - reinforcement in highway is carried out under static loading, and the dynamic response of high reinforced sand - gravel embankment with grogrid - reinforcement in highway is tested under earthquake. the behaviors of loess embankment are indicated as the following : ? he stress and deformation varies with reinforcement design conditions and foundation types
本文通過將土工合成材料與土體視為加筋等效土體的數值計算方法和振動臺模型試驗，以加筋黃土高路堤和豎直擋板加筋砂礫土高路堤為研究對象，計算分析了不同堤基上不同加筋設計條件下黃土高路堤的靜應力及變形變化規律，試驗研究了不同加筋條件下砂礫土高路堤的動力反應特性。 -
Based on the concrete engineering of the culvert under the embankment of the high - stacked soil in north second ring highway of guang zhou city, the paper researches the soil pressure distribution and change characteristic through on - the - spot arrangement of the test component
本文依託廣州市北二環高速公路高填土路堤下涵洞的實體工程，通過現場布設測試元件測試，研究了其涵頂土壓力的分佈與變化特徵。 -
Preliminary research on creep and dynamic characteristics, which are two important properties of asphalt concrete cores for embankment dams, through triaxial compression creep tests and dynamic triaxial test with the aid of the viscoelastic theory and the soil dynamics theory
本文通過三軸壓縮蠕變試驗和振動三軸試驗，藉助粘彈性理論和土動力學理論，對土石壩瀝青混凝土心墻材料的兩個重要性質? ?蠕變性能和動力特性進行了初步的研究。 -
Interaction of run - on slab and soil is simulated by “ m ” method, run - on slab is constrained by soil through the vertival and horizontal, advances computing model of new type semi - integral abutment bridge. ( 3 ) this paper takes hengyang dashuiting middle bridge for test supporting project, designs full scale model test which can reflect truly interaction of beam, run - on slab and the embankment behind the abutment of new type semi - integral abutment bridge
通過「 」法來模擬搭板與土體之間的相互作用，用豎向彈簧和水平彈簧來實現土體對搭板的約束作用，建立了新型半整體式無縫橋梁的計算模型; （ 3 ）以衡陽大水町中橋為試驗依託工程，設計了能真實反映新型半整體式無縫橋主梁、搭板以及臺后填土相互作用的足尺模型試驗。 -
Test study of red stone granular soil ' s rheological property in road embankment engineering
路用紅砂巖粗粒土的流變特性試驗研究 -
This study focused on construction technology of geogrid reinforced clayey soil embankment on common earth foundation. it is conducted according to a test road located in tongchuan, north - west china ' s shaanxi province. long term strain of geogrid in the embankment was researched
本文以陜西省省道305線土工格柵加筋路堤為實體工程，通過試驗路修築，對土工格柵加筋路堤的施工技術進行了研究，分析了碾壓中的格柵損傷問題，對路堤中土工格柵的應變進行了測試與分析，並對土工格柵加筋路堤邊坡坡面防護技術進行了研究。 -
According to the expert opinions and the examination suggestions to the preliminary design modification from the evaluating center of ministry of railways, no. 1 railway survey design institute consummates the embankment treatment of the test section further
根據論證會專家意見和鐵道部鑒定中心對修改初步設計的審查意見，鐵一院對工程試驗段的地基處理進一步進行了完善。 -
Second, the program of fem calculation is analyzed in details. based on the measurement of the test embankment, experiential formula of the calculation of the height & width problem caused by embankment deformation is proposed, and the corresponding fem formula is put forward
在獲得一定的試驗段數據分析結果以後，筆者整理了由於地基變形引起的高度及寬度問題的計算預測經驗公式，並分析建立了有限元法計算該問題的計算思路及公式。 -
According the field test of conduit with high embankment, this paper states the main cause of conduit damage is that the formula or the experience curves with a smaller earth. value of the top of conduit from calculation are used. in order to get rid of the damage the better means is that soft material paved on the top of conduit
涵洞（管）縱向開裂病害存在非常普遍，本文結合高填土涵洞現場測試，指出一些設計部門採用了計算值偏小的公式或經驗曲線計算涵洞頂的垂直土壓力，是病害產生的主要原因，較好的解決措施是在涵洞頂鋪填壓縮性大於填土的柔性材料，可以大大減小洞頂垂直土壓力。 -
A model test in an organic glass flume with a scale of 1 : 100 was performed to demonstrate the generation and evolution of piping in embankment foundation with different depths of cut - off wall
摘要通過比例為1 : 100的有機玻璃模型槽進行模型試驗，模擬二元堤基條件及不同防滲墻深度下，堤基內管涌的發生和發展過程。 -
Centrifugal modeling test study on high - embankment widening of highway
高速公路高填方路堤拼接離心模型試驗研究 -
Secondly, in combination with basic physical experimentation of the henan item “ study on embankment settlement mechanism and development rule for highway in the silt soil region ”, the mechanics speciality of silty soil is completely cognized and realized, through the laboratory experimentation of three kind of classical silty soil in puyang city. the experimentation include laboratory physical mechanism test, static compaction test, direct shear test, permeability test. and also analysis the influence of water content on soil ’ s shear strength, permeability and other mechanism character
其次，結合河南項目「粉砂土地區高速公路路基沉降機理及其發展規律研究」課題的基本物理試驗部分，通過對濮陽市三種典型的粉質土的室內物性力學性質試驗、標準擊實試驗、直接剪切試驗、滲透試驗等一系列試驗研究，對粉質土的各力學特性進行全面系統的認識和了解，分析了含水量對粉質土的抗剪強度、滲透性等力學性質的影響。 -
Based on the researches at home and abroad, aiming at the application of dynamic consolidation in compacting loess embankment, this paper makes assessments and analyses of the concerned factors and provides the laws of dynamic consolidation dealing with loess embankment according to the large - scale model test indoor ; combined with tonghuang highway construction, field tests of dynamic consolidation dealing with loess embankment is carried out in the representative loess - embankment experimental sites and some regularities of loess before and after handled by dynamic consolidation is put forward by physico - dynamic property experiments and electron - analysis ; at last, the author makes a systematic analysis of information related and presents the applicable condition, compacting technique and checking method which applies to dynamic consolidation dealing with loess embankment on the basis of field tests and model experiments indoor
本文在國內外資料調研基礎上，針對強夯法在黃土路堤壓實施工中的應用，對強夯處理黃土路堤的有關因素進行了評價分析，並通過室內大比尺模型試驗得出強夯壓實黃土路堤的規律；結合銅黃公路建設，選擇典型黃土路堤試驗段，進行了強夯壓實黃土路堤的各項現場試驗，通過物理力學性質試驗和電鏡分析得出強夯前後黃土料壓實體的有關規律；最後，在室內外各項試驗基礎上，對有關資料進行了匯總分析評價，提出了強夯處理黃土路堤的適用條件、施工工藝及檢測方法。 -
From the point of view of the practice, there are some concerned problems as for the embankment improved with prefabricated band drains ( pvds ), such as the forecaste of the height & width from the influence of deformation and etc. in this paper, associated with the test embankment of ningbo ( nb ) expressway, these problems are analyzed by finite element method ( fem )
本文通過考察運用豎井地基排水固結法進行插塑板處理高速公路試驗段的變形情況，結合有限元計算，從筆者所關心的部分問題及視角去考察分析，整理出了一些規律及結論，並用於由地基變形引起的高度及寬度問題的計算預測及施工控制。 -
According to the test results, the deformation characteristics of level soft - soil foundation and slope soft - soil foundation under the load of embankment are analyzed. the effects of driven piles and stabilizing piles reinforcements are compared. the respective influence of the two reinforcement means upon foundation deformation is discussed and useful suggestions on how to use the two means are finally put forward
根據試驗結果，分析了水平軟弱土地基與斜坡軟弱土地基在路堤荷載作用下的變形特性；比較了打入樁加固與抗滑樁加固的效果；探討了兩種加固方案的對地基變形的影響，並對兩種加固措施的使用提出了建議。 -
As no flexible field load test has been developed, prototype observation and numerical analysis are reasonable way to study composite foundation under embankment
目前還沒有在柔性荷載下進行現場試驗的方法，加強現場測試和計算分析是探討路堤下復合地基工作性狀的一種途徑。 -
Then the two methods are compared on the basis of the calculated results and the data of test embankment of nb expressway. as a result, some conclusions are obtained to use in practice in the future
同時對兩種方法結合寧波高速公路試驗段的有關工程實例作了比較分析，提出了解決方案，希望對今後的類似的工作能有一定的借鑒意義。
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