沉降作用的 的英文怎麼說

中文拼音 [chénjiàngzuòyòngde]
沉降作用的 英文
depositional
  • : Ⅰ動詞1 (沉沒; 墜落) sink 2 (沉下 多指抽象事物) keep down; lower 3 [方言] (停止) rest Ⅱ形容...
  • : 降動詞1. (投降) surrender; capitulate 2. (降伏) subdue; vanquish; tame
  • : Ⅰ動詞1 (使用) use; employ; apply 2 (多用於否定: 需要) need 3 (敬辭: 吃; 喝) eat; drink Ⅱ名...
  • : 4次方是 The fourth power of 2 is direction
  1. It is believed that three northeast - striking dextral slip fault zones, i. e. the baxian - shulu - handan fault zone, the huanghua - dezhou - dongming fault zone, and the linyi - huanghekou fault zone, are the result of the tectonic transform of paleogene extending to neogene - quaternary laterally slipping of north china plain rift systems, which extend along the central axis of rifts and accord with the quaternary centers of subsidence as the main seismic structures within the rifts

    認為壩縣束鹿邯鄲斷裂帶、唐山河間磁縣斷裂帶和黃驊德州東明斷裂帶3條北東向右旋走滑斷裂帶為華北平原裂谷系從早第三紀伸展拉張進入晚第三紀第四紀走滑剪切拉張產物,這3條斷裂帶分別位於3個北東向坳陷帶中部,並構成了第四紀中心,與營口濰坊斷裂帶起構成華北平原內主要強震構造。
  2. Differential flocculation was proposed as the mechanism to explain these observed variations in setting rates with salinity.

    有人提出差異凝聚機理來解釋所觀察到速度隨鹽度變化原因。
  3. Abstract : molecular deposition ( md ) film, a nano film, is assembled by the interaction of static charge between cationic and anionic compounds. the micro - friction properties of an md film on silica has been studied with atomic force microscope ( afm ). it has been found that the md film has lower coefficient of friction as compared with the original surface of silica. moreover, based on the analyses of the surface force versus distance curves, photographic image, friction force image, and modulated force image, it is concluded that the friction reduction effect of md film on silica is attributed to the surface adhesion reduction and surface micro - modification

    文摘:利原子力顯微鏡對石英巖表面單層分子積膜微觀摩擦特性進行了研究,發現該分子積膜具有一定減摩性.通過對其表面力-位移曲線、表面形貌像、調制力像和摩擦力像進一步分析表明,石英巖表面分子積膜具有減摩原因在於它能夠低表面粘著力並對表面具有微觀修飾
  4. 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

    法施工,現實地解決了樁、土與筏板接觸面變形協調關系;通過對樁、土受荷過程實際測試,得出了樁、土分擔荷載比例和變化過程,從而為樁、土荷載計算提供實際依據;從設置大量觀測點中所得到資料,得出荷載、變化規律,從而指導在實際施工中,防止加載過快而導致速,避免由此帶來土體破壞嚴重後果;通過規律分析,得出了適於軟土地區樁基計算方法,於指導實際施工,以滿足控制強制性標準。
  5. Depositional cycles on basin scale have been interpreted as the result of depositional response to tectonism such as episodic rifting, polyphasic compressive flexural subsidence and reversion, and differential subsidence of fault blocks ; while the formation of high frequency sequences was attributed to variation in lake level and sediment supply

    盆地規模積旋迴多是盆地幕式裂陷、多幕擠壓撓曲、多期構造反轉、斷塊差異等構造積回應;高頻層序單元發育則主要與湖平面和積物供給量變化有關。
  6. The gullies are formed by the processes of infiltration - interflow - collapses. ( 2 ) in the slope with sand - loess, the major factors of water erosion are the rainfall intensity and rainfall amount of annual first rainfall. ( 3 ) in the region, the evolution processes of slope gully system results from alternative actions of sand deposition and water erosion

    ( 1 )有片沙覆蓋斜坡小區,徑流量少,但徑流含沙率大,坡溝形成過程是:垂直滲流坡地潛流崩塌; ( 2 )在沙黃土斜坡小區,每年春末夏初強度及雨量是決定坡面產沙量關鍵因素; ( 3 )該區坡溝系統形成發育是風沙積、風蝕與水蝕交替結果。
  7. It is necessary to make more profound research in the field of settlement prediction. in this dissertation, on base of the existing work, the three - point method which is the mostly used method in the settlement prediction has been studied thoroughly firstly, which indicated and discussed the deficiency of the three - point method, and as a result an improved three - point method was put out ; secondly, by analyzing the characteristics of the process of the foundation settlement we put forward the model for predicting foundation settlement based on " law of massaction ". the predictive result was ideal as we applied it to the 3. rd coalfield project of wenzhou power plant and project of wenzhou peninsula, which shows that the model deserve use in much more projects

    本文在對國內外關于地基預測理論研究進行綜述基礎上,首先對工程中常三點法進行了細致深入研究,指出以工程實測數據證明現有三點法在應時存在不足,針對該不足進行了探討,並在此分析基礎上提出了預測結果更為理想改進三點法;其次區別傳統預測方法研究途徑,本文從過程發展特徵出發,根據描述物化反應過程發展特徵質量定律原理,探討了一種新地基預測方法:地基預測「質量定律」模型;本文還以溫州三期煤場工程及溫州淺灘圍塗促淤工程為背景,對上述改進三點法、地基預測「質量定律」模型工程應與傳統預測方法進行了比較,認為這些方法是可行,並得出一些有結論。
  8. Various previous methods after the loading is constant are summarized and classified into two categories : semi - math methods and pure - math methods, the common and difference among these methods is discussed. then, by analyzing the characteristics of the process of the foundation settlement, the model for predicting foundation settlement based on " law of massaction " is put forward. this paper relies on the research of the section of the soft foundation of the shen zhen bay

    本文總結了以往荷載穩定后預測方法,將其劃分為半數學方法與純數學方法,尋找各預測方法相互之間聯系;其次區別于傳統預測方法研究途徑,從過程發展特徵出發,根據描述物理化學反應過程發展特徵質量定律原理,探討了地基預測「質量定律」模型。
  9. Through analyzing the in - situ data such as total settlement, layered settlement and pore water pressure, the actual deformation behavior of soft foundation are mastered. after summarizing the methods of predicting settlement of soft foundation and bring forward a method to predict the post construction settlement of the surcharge preloading soft foundation. and the engineering application of the predicting foundation settlement based on “ law of massaction ” and the traditional predicting methods are compared, the results shows that the model is useable and it deserves more validation in more projects

    本文以深圳灣軟基處理工程試驗區為背景,通過對淺層、分層、孔隙水壓力等資料分析,掌握了軟基變形實際性狀;在總結軟基路堤預測方法基礎上,探討了軟基超載預壓工后預測參數反演法;並對地基預測「質量定律」模型工程應與傳統預測方法進行了對比,驗證這種方法是可行,得出了一些有結論。
  10. Associated with the study of lighter hydrocarbon constituent, carbon isotope, biomarker and inclusions, adopted the technique of oil source correlation on whole oil samples, it can be confirmed that the hydrocarbon source of viscous crude in permian, in the east slope of jimusaer depression, is pingdiquan formation mudstone ; carboniferous oil comes from carboniferous source rock. meanwhile, the causes of oil formation are investigated based on datum of reservior geochemistry : viscous crude of permian is the result of biodegradation and low maturity working together, and that lighter hydrocarbon constituent of carboniferous oil is missing. at last, the mode and mechanism of the oil pool formation are analysed in the study area according to the structure phylogeny, sedimentary history, and data of reservior geochemistry

    本論文根據輕烴、碳同位素、生物標志化合物等資料,運全烴地球化學油源對比方法進行油源對比,得出吉木薩爾凹陷東斜坡區二疊系稠油來自平地泉組泥巖,石炭系稀油來自石炭系本身源巖;同時,根據地化資料研究了原油成因,認為二疊系稠油是生物解和成熟度較低共同結果,石炭系稀油存在輕組分散失現象;最後,綜合構造、積、烴源巖和油藏地球化學資料,分析了吉木薩爾凹陷原油成藏機制和模式。
  11. The falling principle of slime water falling equipment and influence of electro magnet treatment on slime falling character are introduced. the state without drug with deep concentrating machine and how to change the water action and charged amount of slime particle are analyzed, also pointed out the application future of electro magnet concentrating technotogy

    介紹了煤泥水設備原理及電磁處理對煤泥特性影響,分析了深錐濃縮機在不加藥劑情況下,如何改變其煤泥顆粒水合及帶電量,並指出電磁濃縮技術前景。
  12. By using the standard deviation method, the scaling properties described by the local fractal dimension d and crossover length tc of 48 measured landform profiles in different direction of 6 different studied landform sections are calculated

    負反饋機製表現越明顯;對于以構造為主盆地區而言,各個方向地形剖線分維值均顯示出小於1 . 5正反饋機制。
  13. Analysis based on a large amount of data about the load - settlement, pile soil stress ratio and stress distribution obtained from the model tests shows that in the horizontal - vertical multiple reinforcing system, the horizontal reinforcing function of the geocell reinforced gravel mattress, the vertical reinforcing function of the gravel pile, the system of load transfer and supporting formed through interaction and working together mechanism between gravel pile composite foundation and geocell reinforced gravel mattress are the main mechanism of its load capacity improvement, settlement and asymmetrical settlement reduction

    試驗結果分析表明:在土工格室碎石墊層碎石樁復合地基這一水平向豎向多元復合地基共同加固體系中,結合了土工格室碎石墊層水平向增強體和碎石樁豎向增強體;土工格室碎石墊層和碎石樁復合地基相互,共同工構成荷載傳遞和支撐體系是其提高承載力,減少和差異主要機理。
  14. Then, taking into account the effect of the compression of the approach roadway and the differential slope of the bridge slab, the author analyzes the dynamic response of man - vehicle - road system when the vehicle approaches and leaves the bridge by means of laplace transform, the curve of man ' s acceleration versus time, the vertical force between the vehicle and road versus time, the man ' s maximum transient vibration value and the maximum force between the vehicle and road are got, and the program about the calculating progress above are edited. based on the analysis above, the influence on the maximum transient vibration value of some parameters about the vehicle and road such as the movement direction and speed and weight of the vehicle, the differential slope of the bridge slab and the length of the approach slab, are studied, and some conclusion are given

    分上橋和下橋兩種情況,考慮車路耦合和橋面坡差影響,對車輛通過設和不設搭板路橋過渡段時「人?車?路」系統相互拉普拉斯變換法進行了動力響應分析,得到了人加速度及路面對車垂直力隨時間變化曲線、人加速度最大瞬態振動值和路面對車最大力,分析了車輛行進方向、速度和載重,橋面坡差和搭板長度等車和路各參數對計算結果影響,並編制了相應計算程序。
  15. The 16 - node degenerated iso - parametric element is proposed for the analysis of raft foundation with mid - thick plate. the stiffness matrix of single pile among the pile group can be founded assuming the total contact between the plate and the foundation. and the results of stress and deformation of plate, the force on pile and the settlement of pile bottom can be solved after the finite element disperse for the plate and the establishment of balance equation of pile - raft interaction

    在引入16節點退化等參元中厚板筏板分析模型基礎了,假定筏板與地基間完全接觸,建立了群樁中單樁樁身剛度矩陣,繼而對筏板進行有限元離散得到樁筏共同平衡方程,從而求解筏板內力、撓度、樁頂反力、樁端等一系列結果。
  16. Centrifuge model test technique preferably solves two problems : one is the gravity loss of the model soil, the other is the coupling problem between the seepage field of the ground water and the stress field of the stratum, which is a guidance for other deformation controls under the similar condition

    離心模型試驗技術較好解決了在地下工程研究中模型土體自重損失和地層位移分析中地下水滲流場和地層應力場相互耦合問題,對于在相似條件下富水地層隧道開挖施工如何控制地表變形研究方面具有指導意義。
  17. Decreased acid deposition and the chemical recovery of killarney, ontario, lakes

    沉降作用的低和安大略省基拉尼湖泊化學恢復
  18. ( 6 ) the ratio of the maximum value of the ground surface settlement and the horizontal displacement of the retaining structure has been found to be constant in the condition of an universal clay soil, steel bracing, seepage force etc

    總結出土質為一般粘性土,鋼支撐支護體系,考慮滲流條件下最大量與最大水平位移比值。
  19. Due to the range of human uses made of the watercatchment area adjacent to the great barrier reef some 400of the 3000 reefs are within a risk zone where water qualityhas declined owing to sediment and chemical runofffrom farming, and to loss of coastal wetlands which are anatural filter

    由於人們將毗鄰「大堡礁」集水處於多種目,在3000個礁地中有大約400個處在一個危險地帶,那裡水質因農耕排放物中澱物和化學排放物以及擔當著天然過濾器海岸濕地流失而出現了下
  20. It brings ollt a fem model to calculate lateral earth pressures behide the integral - abutment with considering the inieraction of eallh and abdrient. aiming at the two inherent behavioral deficiencies inherent in all iabs " summer lateral earth. pressure increases after each temperature cycle ; and the settlement adjacent to each abutment develops after each temperatllre cyc1e, this article brings out two method to solve or relieve the above two problems

    本文針對整體式橋臺橋梁臺后填土存在著土壓力逐年增大以及臺后填土問題,建立了整體式橋臺橋梁臺與土共同有限元計算模型;並以臺后填土為研究對象,提出兩種主要處理方法:臺后設置eps壓縮層方案,選臺後土加筋或置換輕填土方案;通過有限元分析計算了季節性溫度荷載變化下產生位移在上述處理方法中對于臺後土壓力影響。
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