沉降觀測 的英文怎麼說
中文拼音 [chénjiàngguāncè]
沉降觀測
英文
settlement observation-
The modified pdr method is used to design a practical projects. although the calculated average displacement of the building is less than the actual measurement. it is acceptable
對某工程實例進行了現場試驗，測試了基底壓力和樁頂反力，並對該工程作了沉降觀測。Settlement observation and back analysis for the second stage polder dike project of zhapu port
乍浦港二期圍堤工程沉降觀測與反分析Observation and control of settlement of light rail continuous box beam
輕軌連續箱梁沉降觀測及控制技術The rule of loads and settlement is concluded from numbers of settlement observation points ’ data. and in actual construction, this rule could be used to prevent immediate settlement under the accelerated load, and also, the serious result of the soil destruction could be avoided. at last, a proper method of settlement computing is derived from the identified rules, which can be used to guide the practical construction work, of course, meeting the compulsory standards of the settlement control well
採用逆作法施工，現實地解決了樁、土與筏板接觸面的變形協調關系;通過對樁、土受荷過程的實際測試，得出了樁、土分擔荷載比例和變化過程，從而為樁、土的荷載計算提供實際依據;從設置的大量沉降觀測點中所得到的沉降資料，得出荷載、沉降變化規律，從而指導在實際施工中，防止加載過快而導致速沉，避免由此帶來的土體破壞的嚴重後果;通過沉降規律分析，得出了適用於軟土地區的樁基沉降計算方法，用於指導實際施工，以滿足沉降控制的強制性標準。In addition, these methods rarely consider the case of multi - stage preloading. several studies has been made to solve these problems : ( 1 ), an error processing is present to manage settlement data. based on fairing filtration theory, a fairing program is compiled to fair the observed data. ( 2 ), according to classical consolidation theories, an analysis model of settlement data has been built under conditions of multi - stage preloading
針對目前存在的問題，本文主要做了以下研究工作： （ 1 ）建立了沉降觀測數據誤差處理流程，並基於光順濾波理論，對沉降觀測數據進行光順處理，編制了光順程序； （ 2 ）結合經典固結理論，建立了分級加載條件下沉降數據分析模型。Through summarization for complicated geohydrology and engineering geology condition of research area, the non - stability 3 - dimension flow model of ground water and land subsidence model were established in this thesis. the coupled models of ground water and land subsidence were combined with a large series of water level observation and land subsidence information to debug the parameters and ascertain the models
兩者通過含水層的水位內在聯系耦合在一起，並根據研究區水文地質條件及抽水試驗資料，結合大量的水位觀測序列資料及地面沉降觀測資料對模型進行調參，標定地下熱水運移的三維有限元數值模型，所建模型可以對地下水水位及地面沉降同時進行模擬預測。These measures included the slope horizontal displacement monitor, the supporting structure swag monitor, the subsidence monitor, the pre - stress of anchor monitor, the ribbed beam steel stress monitor. we monitored the whole process and got feedback information in time, so the trend and development of slope " s displa
在施工過程中，我們採取了邊坡穩定性安全監測措施，主要包括邊坡水平位移觀測及支護結構撓度觀測;沉降觀測;以及錨桿應力監測;助梁鋼筋應力監測等。進行全過程的檢測並及時反饋信息，隨時掌握邊坡的位移趨勢與發展。Deep settlement measurement
原位測試深層沉降觀測Handbook in settlement observation
沉降觀測電子手簿According to the analysis of the precision and the comparision of the data of settlement measurement, the precision of this method meets the requirement of the observation of deformation
通過精度分析，並與沉降觀測數據對比，其觀測精度滿足深基坑變形觀測的精度要求。During the construction of the freeway, the work of safety monitor of the roadbed sedimentation provides first - hand information for all kinds of researches, with large numbers of locale data
在高速公路建設過程中進行沉降觀測工作，以大量的現場實測數據為各種分析研究提供第一手的資料。The paper is concentrate on bearing behavior and working mechanism of composite foundation with rigid piles by experimental research > theoretical analysis and related discussion according to data of static loading test and settlement observation for composite foundation with rigid piles in practice engineering
本文通過實驗研究、理論分析及相關討論，根據實際工程中剛性樁復合地基靜力載荷試驗及沉降觀測數據，對剛性樁復合地基的性狀和工作原理進行了研究。Through the observation on jiaozuo - gongyi yellow river bridge project in he nan province and by using the settlement data obtained in the project, the rules of uneven settlement in soft clay base there were studied in this paper
本文通過對河南境內焦作至鞏義黃河大橋連接線工程軟土地基兩年多的現場沉降觀測，使用各個斷面不同位置的沉降板沉降數據，研究了軟土地基不均勻沉降規律。During the research period, by combining theory analysis with engineering practice, the field tests in three sections with high rock - filled embankments, which are over 30m hig h, are put over. through the tests, plenty of valuable field data are obtained which will be helpful in the highway constructions in western china in the future
此外，本文結合理論分析與工程實踐，成功地完成了三段高達30餘米的高填石路堤的現場試驗路，通過周密系統的分層沉降觀測和分類現場檢測，取得了豐富的現場資料，為今後西部高等級公路建設積累了寶貴的經驗和數據。In this paper, first discussed are the corresponding results in highway and dam constructions and the engineering characters of rock - fills are deeply analyzed, especially the relationships between gradation, strength and maximum dry density, long - term stability of fillers including earth - fillers and rock - fillers and some conclusions of use are drawn. by in - situ tests and researches on compacting mechanism of high - filled rock embankments, effecting factors on compaction, construction technology and shock compacting technology, obtained in this paper are the compacting technology of high - filled rock embankment and the optimal parameters of rolling compaction. by deeply research on the theory and methods of quality control of high - filled embankment, settled are the questions as quality detection method and control standard of high - filled rock embankment
本文首先總結和分析了國內外公路和壩工行業已有的相關成果，深入探討了填石料的工程性質與最大幹密度、長期穩定性等之間的關系，得到了一些有益的結論；通過現場試驗路堤的試驗和對高填石路堤壓實機理、填石路堤壓實效果影響因素、施工工藝和沖擊壓實技術等研究，解決高填石路堤壓實工藝和最優碾壓參數控制等技術問題；通過深入研究填石路堤壓實質量控制原理和方法，解決高填石路堤壓實質量檢測方法和控制標準技術難題；解決高填石路堤沉降觀測技術問題，並根據沉降觀測結果研究高填石路堤地基和路堤沉降變化規律，得到了能預測沉降變化規律的「龔帕斯」成長曲線預測模型；根據工程實際，深入研究了邊坡穩定性的影響因素，得到了有益的結論。Because interaction between pile - raft foundations and soil is very complex, what ' s more, there are many effect factors, piles and caps ( or rafts ) form a common working system whose bearing capacity and settlement are affected and restricted by interaction between them. the method of computing settlement that code provides is not a pure theoretic method and it is an experiential method in essence. in this paper, based on engineering designs of taiyuan, in - site experiments, observation data of structure settlement and so on, settlement is analyzed and computed by applying mindlin stress formula and using software matlab
現規范推薦的樁基沉降計算方法，並不是一種純理論的方法，其實質是一種經驗擬合的方法；本文結合太原地區的工程設計、現場試驗、主體沉降觀測資料等，運用明德林（ mindlin ）應力公式，然後按分層總和法原理，採用matlab軟體計算程序進行沉降計算、分析，結果表明：高層建築樁?筏基礎沉降較小，且較均勻，得出了太原地區的樁?筏基礎沉降計算的經驗系數_ p ，從而使設計、計算結果更接近於工程實際，同時考慮筏板對上部結構荷載的分擔是合理的、先進的，對高層建築樁?筏基礎加強了認識。The coefficient of compaction is 1. 22 on mechanical loader ; ( 6 ) the analysis settlement of roadbed used the xigeda filler, predict that tolerable settlement is 5. 5cm, total settlement is 11. 4cm, it is meet a criterion ; ( 7 ) the analysis stable of roadbed used the xigeda filler include water and slope the result show the xigeda filler is stable
採用裝載機攤平，昔格達填料的松鋪系數為1 . 22 ；昔格達填料路堤沉降觀測分析。預測昔格達填料工后沉降為5 . 5cm ，總沉降為11 . 4cm ，滿足沉降要求；昔格達路堤水穩定性和邊坡穩定性分析，分析表明昔格達填料路堤是穩定的。Settlement observation and precision analysis of buildings
建築物沉降觀測及精度分析Actual examples of buildings subsidence observation
建築物沉降觀測實例Analysis of settlement observation gists on softsoil foundation of highway
高速公路軟土地基沉降觀測要點分析分享友人