凍脹 的英文怎麼說
中文拼音 [dòngzhàng]
凍脹
英文
frost heave-
Study on the observation of delamination frost - heave amount
分層凍脹量的觀測方法研究Mechanism and solution of frost heaving and frost boiling
凍脹翻漿機理與治理方法The settlement against frost heave and frost boil of road
淺析路基凍脹與翻漿Analyzing frost heaving and frost boiling of the roadbed
季節性凍土區路基土的凍脹特性分析The preventive method of road frost heaving - boiling in alpine region
公路凍脹與翻漿的處理The measures for preventing the frost heave of the lining channel
寒區襯砌渠道的防凍脹措施Seasonal frost heaving classification of the highway subbase soil
季節性凍脹與路基穩定評析Thermal performance of buildings - thermal design of foundations to avoid frost heave
建築物的熱性能.地基防凍脹的熱設計Standard test methods for frost heave and thaw weakening susceptibility of soils
土壤對凍脹和解凍變弱敏感性的標準試驗方法Frost heaving analysis of corrugated pipe culvert without foundation in permafrost region
多年凍土地區無基波紋管涵洞凍脹分析Mechanism of heave and frothing, and prevention - treatment of them
道路凍脹翻漿機理及防治Prevention of main roadbed fault in heilongjiang province
淺談路基凍脹與翻漿的防治Prevention and cure of the frost boiling and heaving of roadbed
季凍區道路凍脹翻漿的處理對策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。The slity soil has the greatest frost heave strength in all of soil and the aerolian sandy soil belongs to it, so it is necessary to the study on frost heave mechanics of aeolian sandy soil and measure of prevent frost heave in railway construction
風積砂土屬于粉質土,而粉質土的凍脹強度是最大的,因而對風積砂土的凍脹性及其對鐵路危害的研究是非常有必要的。This article introduces the status quo of engineering and technology of foreign pipelines in permafrost regions, and puts forward the relative countermeasures for the construction of pipelines in the regions in allusion to the frost heaving and thaw settlement of country rock and soil along the pipeline route
摘要介紹了國內外凍土地區管道工程技術現狀,針對凍土地區管道沿線和周圍(巖)土的凍脹和融沉問題,提出了相應的對策。Through a systematic research, the author enter to provide the theoretical basis for selecting reasonable index of normal frozen - heave forces and the technology for preventing and controlling frozen damage
通過系統研究,渴望為季節凍土區涵閘類水工建築物基礎板的設計部門提供法向凍脹力值的設計指標,以便做到基礎的合理淺埋和進行抗凍脹設計。The aim of this thesis studies frozen - heave forces on culvert brake slab - foundation. first, it introduces the reasons and types of frozen damage of the slab - foundation in seasonal frozen soil conditions. secondly, the experimental studies of frozen soil mechanics were decided in order to revolve frozen - heave forces on the slab - foundation
本論文以涵閘平板式基礎作為研究對象,首先探討了平板基礎凍脹破壞的原因及破壞類型,並圍繞涵閘工程平板基礎的凍脹力進行了工程凍土力學方面的試驗研究。The test obsvervation include air temperature, ground temperature, foundation moisture, freeze depth, freeze capicity, freeze residual capicity, groundwater table and shape transform of canal lining, etc. throught systemic observation, analysis of impact about each factor on fundation freeze capicity, evaluate effect on anti freeze of various canal lining, comparison on technology and ecnomic of different method, a kind of main canal lining format is been recommended to engineering practice with siutable to ningxia local feature, fufilling the need of main canal safey i application, economic and practical, that is using polystyrene plate laying under concrete slate and grit taking replace of filling layer and optimizing design
試驗觀測內容包括氣溫、地溫、基土含水量、凍深、凍脹量、凍脹剩餘量、地下水位和砌體外觀變化等項目。通過系統的觀測,分析各因素對基土凍脹量的影響,評價各種襯砌型式的防凍西安理工大學工程碩士專業學位論文脹效果,並進行技術和經濟綜合分析比較,推薦出了適合我區特點、滿足乾渠安全運行、經濟實用、防凍脹效果好的乾渠防滲襯砌型式,即混凝土板下鋪設聚苯乙烯板和砂礫石換填層結構型式,加以優化設計,用於工程實踐。For example the concrete faced rock - fill dam in frigid zone is distinctive in terms of frost resistance and durability, cushion material seepage prevention and frost heave, adaptability of darn filling with season coordination among construction diversion, flood discharge and the whole construction schedule etc. lianhua construction which is situated in mudanjiang basin of heilongjiang province firstly creates the successful record of construction of large - size faced rock - fill dam in frigid zone, a series of internal and external problems not having a precedent to go by have been solved
如在面板的抗凍耐久性、墊層材料防滲和凍脹特性、壩體填築與季節的適應性、導流和度汛與總體進度的協調等方面,寒冷地區混凝土面板堆石壩均有其獨特之處。蓮花工程位於黑龍江省牡丹江流域,首創了高寒地區修建大型面板堆石壩的成功記錄,解決了一系列國內外均無先例的難題。分享友人