膨脹性地基 的英文怎麼說
中文拼音 [péngzhàngxìngdejī]
膨脹性地基
英文
swelling ground-
As a special viscous soil, dilative soil causes many problems of ground and slope
摘要膨脹土地作為一種特殊的粘性土引發了許多地基與邊坡方面的問題。The kikuyu - led party backing his rival, the incumbent president, mwai kibaki, was most blatant in ensuring that his tally of votes in the kikuyu heartland north of the capital, nairobi, was inflated
支持其對手姆瓦伊?齊貝吉（現任肯尼亞總統）的基庫尤人領導的政黨表現得則最為炫耀? ?他們要保證在首都內羅畢北面的基庫尤中心地帶的選票會過于膨脹性地投給齊貝吉。The treatment of expansive soil foundation of one frame building
某框架結構建築膨脹性土地基的處理Foundation treatment schemes and feasibility analysis of highly expansive soil
強膨脹性地基土的淺基礎處理This text, we mainly do experiments on the base of the truth that expansive agent control splitting. first, fixing on the dosage of expansive agent, then we mix the polymer or polypropylene fiber re into expansive agent in order to improve the anti - cracking performance and the anti - infiltrate of concrete. through the comparison and analysis of result that are tested, we choose a kind of relatively excellent anti - crack material proportion ? gt anti - crack material
為了更好地解決混凝土開裂，提高混凝土的抗裂能力，本課題以混凝土膨脹劑補償收縮抗裂的原理為基礎，選定csa膨脹劑摻量情況下，再摻加聚丙烯纖維和聚合物a ，通過復合摻加抗裂組分來達到增強混凝土的抗裂性能，提高抗滲性能，並通過比較和分析，選擇了綜合性能較優的復合摻加抗裂組分的配比方案? gt新型抗裂劑。2. the concept design is the key phase of the first stage of system optimization. the paper emphatically discusses with emphasis several issues difficulty to answer, such as the determination of the soil parameters, the soil pressure and the safety factor and the reliability of retaining structure, summaries and analyses the main geotechnical problems during the excavation on the four familiar geologic strata of saturation soft soil on the class i terrace of the yangtze river, aged - clay, expansive soil and loess and investigates carefully the patterns of deformation and destruction of pit slope in the saturation soft soil, puts forward three basic principles of selecting schemes of retaining structure, namely : facing to the problem, facing to the characteristics of excavation and environment
（ 2 ）概念設計是深基坑工程第一步優化? ?系統（方案）優化設計中的關鍵，文中重點討論了概念設計中的幾個難點問題，如土性參數的確定、土壓力的選取、深基坑工程的安全度和可靠度分析等；總結分析了飽和軟土、老粘性、膨脹土和黃土這四類常見地層條件下的深基坑工程中的主要巖土工程問題，其中重點研究了長江級階地上的飽和軟土深基坑邊坡變形和破壞模式，提出了選擇支護方案的基本原則，即：面向問題、面向基坑特點、面向周邊環境特點。When analyzing the conditions of monetary cooperation, the dissertation compares east asia with ecu region and south america on financial and exchange rate policies first, and then discusses 6 basic cooperating conditions completely. these conditions are : ( 1 ) the industry and trade related rate and economic open rate among east asia countries ; ( 2 ) diversity degree of products in the region ; when countries in the region can meet the condition of " diversity of low degree products ", operating monetary cooperation may have significant in reality ; ( 3 ) consistence of member states " economy period and symmetry of financial relation among member states ; ( 4 ) inflation rate ' s similarity among member states ; ( 5 ) coordination on policy among member states ; ( 6 ) support of a hard currency in the region. without a hard currency ' s support, monetary cooperation will be destroyed easily by outer speculating capital because of limitation of economy and store capital in the region
在對東亞貨幣合作可行性條件進行分析時，本文首先對東亞和其它貨幣合作區域的金融及匯率制度進行分析，以確定東亞地區在貨幣合作階段上所處的位置；然後對實施東亞貨幣合作的六大基礎條件進行了詳細的論述和分析，分別是門）區域內成員間的產業與貿易關聯度，其值越高，貨幣合作的收益越大：區域內各成員的經濟開放度，外貿依存度較高則合作收益明顯： （ 2 ）區域內產品的多樣化程度，當區域內成員符合「低程度產品多樣化」的條件時，實行貨幣一體化以抵禦外部沖擊才具有現實意義； （ ）區域內各成員之間經濟周期波動的一致性，區域內成員的金融關系及受外界沖擊的對稱性； （ 4 ）區域內各成員間通貨膨脹率的相似性； （ 5 ）區域內各成員在政治上的協調性； （ 6 ）區域內強勢貨幣的支持，缺乏強勢貨幣的支持而建立起來的貨幣同盟會因整體經濟實力和儲備資產的限制而難以擺脫外部投機資本的沖擊。Composite foundation with cfg piles developed from the later of 1980s " is a technique of composite foundation with rigid piles. it has been wildly used in large quantity of construction for its high ratio piles bearing capacity, notable improvement in bearing capacity of subsoil, adjustable, lower construction cost ( compared with pile foundation engineering ) and wildly application ( used in many kinds of regional soil such as soft soil > loess, expansive soil etc. and in multi - storey -, sub - high - rise buildings )
Cfg樁復合地基技術是20世紀80年代末發展起來的一種剛性樁復合地基技術，以其樁承擔荷載比例高、地基承載力提高幅度大、可調性強、工程造價低廉（與樁基工程相比）和應用范圍廣泛（在軟土、黃土、膨脹土等多種區域地基中應用，應用於多層、亞高層和高層建築）而為大量工程所採用。On this foundation, we introduce the definitions of frame, dilation property of a unitary system and wavelet - type unitary system and study the frame perturbation ; the dilation property of some special unitary systems and the basic properties of wavelet - type unitary system
本文在此基礎上引入了框架，酉系統的膨脹性以及小波類型酉系統等一系列概念，並相應地研究了框架的擾動性，幾種類型酉系統的膨脹性以及小波類型酉系統的基本性質。Which has high strength, good ductility, impact bearing, erode - bearing, besides, its linear expanding coefficient is almost equivalent to concrete, and it has excellent performance - price ratio etc. this paper is related to 8 rc - poles wrapped by gfrp ( sgfw430 ) and rc - poles are compressed axially, in order to analyze the influence of different stick layer over the pole ' s work performance and the influence between three type axial compress ratio ( 0, 0. 8, 1. 1 ) with one layer gfrp with the contrast poles about limit load - bearing capability, failure state, ductility, section stiffness, restrict losing owing to stress - difference
其具有強度高，延性好；抗沖擊、耐腐蝕；線膨脹系數與混凝土接近；性能價格比高等多個特點。本文通過8根外包單向gfrp （ sgfw430 ）的rc組合柱，以及混凝土對比柱在軸心荷載作用下的試驗為基礎，具體詳細地分析柱子在粘貼不同層數的高性能玻璃纖維和在不同的軸壓比（ 0 、 0 . 8 、 1 . 1 ）下粘貼一層的高性能玻璃纖維后混凝土組合柱相對對比柱在極限承載能力、破壞形態、延性、截面剛度、應力差帶來的約束損失等方面的變化情況。分享友人