高路堤 的英文怎麼說
中文拼音 [gāolùdī]
高路堤
英文
high-fill embankment-
They have raised all kinds of engineering steps on roadbed against frozen disaster, for example, adopting the reasonable height of roadbed, building ventilative embankment, setting up the defense, burying hot metal stick, making use of stone to protect slope and laying thermal insulation and heat insulation material etc, laying eps is one of these special steps
針對路基凍害問題，人們對路基凍脹、融沉和溫度場特徵進行了廣泛研究，提出了各種路基抗凍害的工程措施，如選用採用合理的路堤高度，修築通風路堤，設置護道，埋設熱棒，利用片石護坡和鋪設保溫隔熱材料等特殊工程措施。Through discussion of numerical solution, the author get the effect of height of filled soil, size of culvert, width of valley, property of filled soil, construction procedure and techniques on soil stress of the culvert top ; 3. through the centrifuge test, the paper validates the reliability of numerical calculating on high - stack soil ; 4. the paper puts forward the simplified calculating method of soil stress of the culvert top on the foundation of numerical simulating and centrifuge modeling
通過對數值解的討論，得到填土高度，涵洞截面尺寸，溝谷底部寬度，溝壁坡角，填築體性狀，施工速度，地下水對豎向位移場及涵洞頂部土壓力的影響情況； 3通過離心機的模擬試驗，驗證了數值計算對高路堤的計算結果的可靠性； 4在數值模擬和室內離心機模型試驗的基礎上，提出了高填方涵洞頂部土壓力簡化計算方法。Culvert under high - stack soil is a ubiquitous phenomena in road constructions in mountain, self - compression of high - stack soil can not be ignored, soil pressure at the top of culvert is affected by many factors, including the height of high - stack soil, section size of culvert, width of the bottom of valley, grade of valley, property of filled soil, construction procedure and techniques
高路堤下埋設涵洞是山區公路建設的一種較為普遍的現象，高路堤自身壓縮較大，不可忽視，涵洞頂部土壓力的大小又受很多因素的影響，包括填土高度，涵洞截面尺寸，溝谷底部寬度，溝壁坡角，填築體性狀，施工工序與工藝等。Construction of high embankment in road - bridge transitional section easily fluidized by vibration
震動液化區路橋過渡段高路堤施工技術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。The reference values of strength parameters of the grounds and rock - fillers of the high rock - filled embankment on liuzhai - shuien highway in guangxi are obtained in this paper by synthetically analyzing the construction technology at home and abroad and indoor rock tests. by comparing the analysis method of settlement laws and thoroughly analyzing the datum of the embankment settlements of liuzhai - shuiren highway from the whole cons truction period, a new method generated from expectation technology to analyze the embankment settlement laws, " compete " growth curve, is presented in this paper and the result tallies with the observation data. for there are shortcomings in indoor rock tests, in this paper by combining finite element method with duncan - chang nonlinear constitutive model and composite method, a method for back analysis of the strength parameters of rock fillers is presented with a corresponding program, which has been successfully applied
通過對國內外已有高填石路堤修築資料的綜合分析及室內巖石試驗，獲得了寨任二級公路高填石路堤地基及填料強度參數的參考值；通過對路堤沉降發展規律現有分析方法的比較及對廣西寨任二級公路高填石路堤修築工程中的沉降全過程觀測資料深入分析，運用預測技術，提出了路基及路堤沉降發展規律分析的「龔帕斯」成長曲線分析方法；針對室內巖石試驗的局限，運用有限元技術，結合鄧肯一張非線性本構模型和復形調優法，提出了高填石路堤填石料強度參數的反演方法，開發了相應的反演分析程序，並成功地反演了廣西寨任二級公路高路堤填石料的強度參數值。The model was used to analyze the stability of reinforced high embankment in beizhang gully area, and the result accorded with the facts, which verified that the effecting factors of the stability of reinforced high embankment can be described more comprehensively by the fuzzy information optimization method and the result is reasonable
通過對北張溝加筋高填路堤進行的穩定性分析，表明該模型能較全面地考慮加筋高路堤邊坡穩定性的影響因素，評價結果合理。By thoroughly analyzing the methods on slope stability of high rock - filled embankment, in this paper, a new kind of composite evolutionary algorithm is formed to search the critical slippage surface and also discussed in this paper is a new way to simplify the procedure of general slice method for stability analysis
本文還通過對目前國內外高路堤邊坡穩定性分析方法的綜合分析和深入探討，簡化了極限平衡法中的通用條分法的求解過程，並結合現代優化方法，提出一種新型的混合演化演算法對高填石路堤邊坡臨界滑動面進行搜索。Analysis on settlement character of red sandstone high embankments in changzhang expressway
常張高速公路紅砂巖高路堤沉降特性分析The composer anatomizes the present compacting ratio value with the stress distribution property under vehicle load and dead weight load, then pures the smallest stress place in the embankment according to the stress distribution property, and suggests a actual compacting ratio value for embankment firstly according to internal load stress distribution curve. and questions simplified calculation methods for the settlement of embankment
通過路堤在車輛和自重的荷載作用下的應力關系，對現有壓實度標準進行剖析，依此受力特性推導出路基中最小應力發生的位置，根據高路堤內部荷載應力分佈曲線，首次提出符合路堤受力特性的壓實度標準。The data captured in field tests and observations both prove that crossrange prestressing can effectively reduce roadbed settlement, shorten the roadbed compression and stabilization period, and increase the capacity of roadbed
通過試驗路段的試驗以及竣工后一段時間的定期觀測，表明側向施加的預應力能減少路堤總沉降，縮短工后沉降穩定期，提高路堤的承載力。Further, the design theory and method of the dam and the foundations of buildings are also used for reference. a series of design thoughts, design principle and design method of the standard section form stability design, settlement design and foundations design and processing of the dam - like embankment design are putted out. the present dam - like embankment is appraised based on the theory
本文在分析壩式路堤將產生的社會、環境效益的基礎上，對其經濟性與高路堤及橋跨結構進行了對比，並將土壩和建築地基設計理論和方法引入公路壩式路堤設計，提出了關于壩式路堤設計的結構型式、穩定設計、沉降設計、地基設計等一整套方法。Testing study on deformation and stress of reinforced earth retaining wall for high embankment
高路堤加筋土擋土墻的變形和受力研究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。In this paper, thoroughly discussed are stability and settlement laws of high rock - filled embankment based on the joint research project, research on construction technology and quality control of high - filled embankment, by guangxi highway management bureau and college of civil engineering, hunan university
本文以廣西壯族自治區公路管理局和湖南大學土木工程學院聯合承擔的科研項目「高路堤施工技術與質量控制研究」為依託，深入研究了高填石路堤穩定性及沉降規律。Based on the subject, " the new technique about restraining high embankment subside and increasing its stability ", from traffic bureau of hunan province, the adopting cfrp strip in reinforced earth, prestressing strip and anchoring to its end were proposed in this thesis in order to solve the problem
本學位論文針對湖南省交通廳課題「高路堤沉降約束及邊坡穩定新技術研究」進行研究，提出了採用cfrp材料作為加筋材料，並且對cfrp筋帶的端頭進行張拉、錨固來解決高路堤的沉降及邊坡穩定問題。Finite element analysis on elasto - plastic consolidation of high embankment in mountainous area under complex conditions
復雜條件下山區高路堤彈塑性固結問題的有限元分析Through the research of theory, centrifuge test and numerical simulating, the paper brings forward the evidences in theory for the design and construction of high - stack soil, so the paper is valuable in engineering application
本文通過理論，試驗和數值計算的研究，為高路堤的設計和施工提供了理論依據，因而本文的研究具有廣泛的工程適用價值。Using the program, two high embankments were analyzed and some meaningful conclusions were made
應用該程序分析了兩個預應力cfrp加筋土高路堤。A general information matrix of classification and evaluation indices for the reinforced high embankment, which were based on the fundamental theory of fuzzy information optimization ( fuzzy approximate reasoning, information diffusion and information integration ) was set up
摘要利用模糊信息優化處理的基本理論（模糊近似推論、信息擴散、信息集中） ，建立了加筋高路堤穩定性的分類及評價其指標的信息矩陣，獲得了加筋土高路堤穩定性評價的信息擴散模型。分享友人