立標樁 的英文怎麼說
中文拼音 [lìbiāozhuāng]
立標樁
英文
stake-setting-
On the basis of all the above, associating with the practical engineering project of the surgery ward building of hospital xiehe of hust and taking the soil - pile - raft interaction into account, the finite element models based on kirchhoff ' s thin plate and reissner ' s moderately - thick plate theories are separately then the established 3 dimension solid finite element model as the verifying standard
在此基礎上,結合華中科技大學附屬協和醫院外科病房大樓工程,在考慮地基、樁和筏板的相互作用的情況下,以基於三維空間理論的實體有限單元模型為衡量標準,對同一結構(筏板)分別用薄板和中厚板單元建立有限單元模型進行計算。If the fruits field is large or hilly, run a stake line across the center or divide the field and stake separately.
假如果園面積很大或是起伏的山坡地,可貫通果園中心立一行測標線,或將土地分開並分別立樁。The experiential formula between kc and base resistance q from cpt and, the relationship between ke and c # ( strength of concrete ) are also created by fitting 94 pressed pile testing date. based on analyzing the compacting effects caused by driving pile in loess and it ' s influence on bearing capacity and settlement, another two disturbance parameters, c and e, are proposed for multiplying respectively the parameters of soil cohesive c and deformation modulus es to reflect this effect. by fitting 51 driven pile testing date, we created an experiential formula between the e and r ( the modulus ratio between pile and surrounding soil ), also an experiential formula between the c and base friction resistance fs / pa from cpt of pile surrounding soil
在本文中分析了靜壓樁的沉樁擠土效應對其承載力與沉降特性的影響,在計算模型中引入了樁周土粘聚力c的修正系數k _ c和樁周土變形模量e _ s的修正系數k _ e來體現這種影響,通過對94根靜壓樁試樁資料進行擬合,建立了k _ c與樁端土靜力觸探的端阻q _ c之間經驗公式以及k _ e與c # (混凝土標號)之間的對應關系。The farmer out his claim to all the land before the prospectors came, but it was in vain
這位農場主在探礦者到來之前立樁標明他對所有這些土地的所有權,但這是徒勞。The technician keys the line to the physical first - down marker that game officials stake at the sideline for each series of downs
球場工作人員會為每一次的首攻在邊線立樁,技術人員便依此鍵入黃線資料,記錄實際的首攻標記。Fixed railway equipment. material for telecommunication and signalling overhead lines. caps for posts and small pillars
鐵路固定設備.通信和信號裝置架空線路器材.立柱和標樁用罩The energy equilibrium analysis model is established in allusion to the unreasonable operating temperature, imperfect oil production process and lower energy utilizing rate in zhuangxi oil production station, the relative evaluation index and calculation method are given as well
摘要針對樁西聯合站生產環節中的某些運行溫度不合理、生產工藝不完善、能量利用率較低等現狀,建立了能量平衡分析模型,給出了相應的評價指標和計算方法。Then displacement fields are researched via the finite element model that accords with actual process of jacked pile. and the effects of displacement fields caused by difference modulus ratio, friction between pile and soil, possion ration of soil and soil index of c and are put forward
接著建立了能夠模擬沉樁連續貫入的有限元模型,利用該有限元模型分析了樁土模量比、樁土界面接觸剛度、樁土界面摩擦、泊松比以及土體的c和指標等因素對沉樁擠土效應的影響。Two days later, we found the ground had already been staked.
兩天之後,我們發現這塊土地早已被人立下標樁了。In the thesis domestic and foreign relation model of standard penetration blow count and shearing velocity, standard penetration blow count and deformation modular, shearing velocity and foundation bearing capacity are analyzed. on base of these analysis a new calculation model that applying rayleigh wave velocity to calculate the stress ratio of pile and soil between piles is established. because of the difference of region and soil character, the new model own three branch model, ie, japan model, wuhan model, xia liaohe mo del, in three different conditions
文章通過分析國內外標準貫入擊數與剪切波速、標準貫入擊數與變形模量、剪切波速與地基土承載力之間的關系模型,並考慮到地區性和土質類別的差異,分別選用日本公路橋梁抗震設計新規程模型(日本模型) 、武漢地區模型、下遼河平原模型三種模型建立了新的樁土應力比計算模型? ?應用瑞雷波速求解樁土應力比之間的計算模型。The failure models of the pile foundation of the girder flume in the li river are analyzed, the corresponding functional functions are established, and the reliability index of a single concrete pile is calculated
摘要分析了澧河段梁式渡槽樁基礎的破壞模式,建立了相應的功能函數,計算得出混凝土單樁的可靠指標。( 5 ) the governing object function and two boundary condition : settlement and foundation bearing capacity are developed in the optimization design of the pcc pile composite foundation
( 5 )建立了pcc樁復合地基優化設計的目標控制函數和兩個約束條件:沉降控制條件和承載力校核條件。The objective function is the cost of anti - slide pile " s per meter ; the constraint conditions are the strength of anti - slide pile " s normal section and inclined section, the ratio of reinforcing design and the size of section in the design code ; the design variables are the height of section, the area of reinforcement and the amount of hoop. and the optimization model is solved by 0. 618 method
本文提出的優化設計方法,以樁單位長度的總造價為目標函數,以規范對單筋梁的正、斜截面強度,配筋率及截面尺寸等要求為約束條件,以樁截面高度,抗彎縱筋面積,抗剪箍筋數量等為設計變量,來建立優化模型,並用0 . 618法進行求解。According to the design principle of safety and economic, this paper has studied the implement of optimization design for the support construction in foundation pit with the total amount of material as object function, and the pile diameter 、 the pile length 、 the supporting location and the supporting diameter as the design variables
根據安全經濟的設計原則,本文在圍護結構形式不變的情況下,以總的耗材量最少建立目標函數,以樁徑、樁長、支撐的位置與支撐的直徑為設計變量,研究基坑圍護方案的優化實現問題。( 3 ) optimization design principle of long - short - pile composite foundation is put forward, base on which replacement ratio and pile length is taken as design variable, bearing capacity, settlement, stratum strength and other demands acted as constraint function, pile cost taken as objective function, so the optimization design model of long - short - pile composite foundation is built
( 3 )提出了長短樁復合地基優化設計原理,在此基礎上將置換率和樁長作為設計變量,承載力、沉降、下臥層強度等要求作為約束函數,總制樁費用作為目標函數,建立出長短樁復合地基優化設計數學模型。分享友人