排水開挖 的英文怎麼說
中文拼音 [bèishuǐkāiwā]
排水開挖
英文
dewatering excavation-
In the excavating process of the left bank, such methods as concrete embolism, consolidation grouting > cable strengthening and bailing shoud be used when the fault f5 is round. on the right bank, the system anchorage and bailing methods shoud be used. it is surgested that the prestressed cable shoud be used to deal with the deterministic blocks. and the prestressed anchor to the undeterministic blocks
左岸拱肩槽邊坡在開挖施工至斷層f5附近時，要使用混凝土栓塞、固結灌漿、錨索加固及排水等措施以防止巖體失穩。右岸拱肩槽邊坡開挖過程中要採取系統錨固及排水防滲等措施，以防止個別潛在不穩定的邊坡失穩。Correspondingly, its theory is up to developed to a higher level. in this thesis, taking the risk management activities of the two parties of insurance as the perceptive and the process of engineering insurance as the clue, the establishment of risk management system is analyzed during the process of risk identification and evaluation, insurance contract arrangement, disaster prevention and loss reduction, and the compensation management. furthermore
本文在查閱大量文獻的基礎上，對疏浚泥泵及排泥管道的動態特性現象進行了分析，並應用面向對象的c + +語言開發了比較通用的計算機程序，對緊急關閥、水下挖掘機具（如絞刀、斗輪等）吸泥口堵塞以及事故拋泵等典型的動態工況特性進行了計算和分析。Since the shallow depth excavation is the main factor to cause ground settlement in shenzhen subway tunnel, this paper discusses some corresponding countermeasures including the improvement of ground property, appropriate draining of groundwater, scheduled excavation depth and width, etc, to control strata distortion and surface settlement, and argues that these measures are expected to effectively control surface settlement while constructing city subway in soft ground excavation
摘要針對深圳地鐵淺埋暗挖隧道施工中影響地表下降及地層變形的因素，提出了遵循「十八字」原則、改善土體特性、適度排放地下水、根據地層條件選擇施工方法、增大左右線隧道開挖面的距離、合理確定開挖進尺、提高施工效率、加強初期支護、及時施作二次襯砌等對策。Based on the available rule of variation in undrained shear strength during excavation, and the basic idea of the merchant model, this paper presents a constitutive relationship for saturated cohesive soils, capable of taking into account both stress path and time - dependent effect. it ' s named by the author as modified merchant model
本文根據前人基坑開挖前後土的不排水抗剪強度變化規律的研究結果，並結合merchant模型的思想，提出了能同時考慮開挖應力路徑和應力應變隨時間變化的飽和粘土應力應變關系，亦可稱之為修正merchant模型。Studies show that this time - dependent wall displacement is mostly likely due to undrained creep of clayey soils surrounding the excavation
研究結果顯示引致連續壁體依時變形的最可能原因是來自開挖背側之土壤不排水潛變。To tap the latent power and control the unit consumption. according to the companys enquiry, different cost control goal should be made in the different period. from economizing a drop of water, a kilowatt - hour to launch conservation, consumption reduction, to deeply tap the latent power to the work extensively among staff, to grasp this department expenses in time, to control and solve the existed problem of the production management strictly
各車間要結合自身生產特點及本車間成本構成的項目逐個排查，繼續挖掘潛力，嚴格控制生產單耗，根據公司要求在不同時期制定出不同的成本控制目標及實施計劃，從節約每一滴水一度電入手，在員工中廣泛開展節能降耗深入挖潛工作，及時掌握本部門費用發生情況，嚴格控制生產管理方面存在的問題。Dewatering and drainage design for deep foundation pit excavation
深基坑開挖降排水設計Abstract : taking a deep basal pit in wuhan as a case history, this article adopts the numerical simulation method ( finite element method ) to study the variation of pit excavation depth 、 anchor prestress 、 pile width and embeded depth of pile and their relationship with the horizontal deformation and displacement of the tiedjogglepile
文摘:以武漢某深基坑為例，採用有限單元數值模擬方法，研究基坑開挖深度、錨桿預應力、樁體厚度、樁體嵌入深度的變化與其錨式連鎖灌注排樁支護結構水平變形位移的關系。The soil ' s stress path has important effects on the retaining wall ' s lateral deformation and the soil ' s deformation during the excavation of foundation pit. an experiment simulating the soil ' s stress path behind the wall has been carried out with the stress - controlled triaxial instrument. the principle stress ratio keeps constant during consolidation and the soil samples are permitted to drain during unloading process
利用應力式三軸儀對基坑開挖過程中圍護結構后側土體變形影響較大的因素：土體的應力路徑進行了試驗模擬，試驗是在等主應力比固結后側向卸荷而軸壓不變的排水情況下進行的。The pore pressure, relationship of stress and strain, and the shear strength parameters obtained by unloading tests are different from those obtained by loading tri - axial tests. later the difference is analyzed in the respect of stress path and microstructure. at last, by use of a practical project the author compared and analyzed the two sets of shear strength parameters obtained by two different stress paths
模擬基坑開挖的三軸試驗得出了與常規三軸試驗不同的孔隙水壓力和應力-應變關系，這樣得到的抗剪強度指標也低於常規三軸固結不排水加荷試驗所得抗剪強度指標，繼而本論文對抗剪強度指標的差異從應力路徑的角度和微觀結構的角度進行了分析。In this paper, some present experimental methods of shear strength parameters are briefly described and the shortcomings of them are pointed out. then in order to obtain the right shear strength parameters for design of deep pit excavation, the author did a lot of normal tri - axial cu experiments and tri - axial cu tests that can simulate the actual process of excavation using soil sample of different depth
本論文首先介紹了現有一些確定土體抗剪強度指標的方法及其適用范圍並指出不足，然後從正確確定適合基坑設計中土體抗剪強度指標的角度出發，對不同深度下各層土體分別進行常規三軸固結不排水試驗和模擬深基坑開挖過程應力路徑的固結不排水卸荷試驗。Engineering of functioning soil and water conservation have engineering prevented and protected for no - rock slope dug, engineering to drain on the ground and engineering to plant trees in the major engineering design
水電工程主體工程設計中具有水土保持功能的工程主要有開挖形成的非巖石邊坡的防護工程、地表截排水工程和綠化工程等。分享友人