錨碇 的英文怎麼說
中文拼音 [máodìng]
錨碇
英文
anchorage-
The anchorages may be located on the outside of the deck.
錨碇可布置在橋面板上。The cables were wrenched from their fastenings.
懸索被從錨碇處扭斷。Murry, e. j., and geddes, j. d., “ uplift of anchor plates in sand, ” journal of geotechnical engineering, asce, vol. 113, pp. 202 - 215, 1987
廖洪鈞和許世宗，緊砂中壓力式垂直擴座地錨錨碇端之受力行為，中國土木水利工程學刊，第六卷，第二期，第137 - 148頁， 1994 。The design of hoisting cableway in wudang mountain xuan regnal palace according to the characteristic and requirements of cableway design in the view and in line with the principle of advanced technology, reasonable economy, safety and appliance, includes the general arrangement of cableways, calculation of skyline and wookline, checking computation of the support and the anchorage, productivity calculation
摘要根據景區架空索道設計的特點及要求，本著技術先進、經濟合理、安全適用的原則，對武當山南巖宮玄帝殿吊裝索道進行設計，包括索道總體布置、承載索與工作索設計、支架與錨碇的驗算，並進行生產率的計算。Construction technology of north anchor foundation pit of runyang bridge
潤揚大橋北錨碇基坑施工技術According to the method in paper, roughness of bedrock surface of north anchor pit of runyang bridge is described in quantitative fractal dimension, and the method of determining frictional resistance of the whole anchor under many factors is discussed, which offers a new ideal and approach for precise determination of frictional resistance of rock mass engineering
依據文中方法，對潤揚大橋北錨碇基坑建基面粗糙度進行了定量分維描述，探討了考慮多種因素條件下整個錨碇摩阻力的確定方法，為巖體工程摩阻力的準確確定探索了一條新的思路和途徑。Hsu, s. t., “ a constitutive model for the uplift behavior of anchors in cohesionless soils ” journal of the chinese institute of engineers, vol. 28, no. 2, pp. 305 ~ 317, 2005
許世宗和郭芷伶沈泥質砂土中錐形擴座地錨錨碇行為之影響參數研究，朝陽學報，第六期，第375 - 401頁， 2001 。Construction technology of north concrete anchor deep foundation pit at south branch of runyang bridge
潤揚大橋南汊北錨碇深基坑施工技術During the 3d finite element calculation, try to simulate different procedure of the construction ( like sunk well in - filling, main cable erection, box girder hoist, bridge flooring and opening to traffic ). and then, reveal the regulation of deformation and displacement on the foundation and soil during different period. after got these, this thesis put great attention on the analysis of the reason which cause the horizontal displacement of the cable saddle, as well as the regulation of the pressure ' s changing in the soil located on the front side of the sunk well foundation
在三維有限元計算中，對不同工況（沉井充填、錨體澆築、主纜架設、箱梁吊裝、橋面鋪裝以及通車運營）下的施工過程作了模擬，全面揭示了各工況下錨碇沉井基礎與地基土的變形變位規律，著重分析了影響散索鞍水平位移的因素以及不同工況下沉井前測地基土水平向抗力變化規律，並提出了不同深度地基土水平向抗力與水平位移間的擬合關系。The shantou bay suspension bridge is the first mordern suspension bridge in china its substructures are mainly towers and anchorages this paper presents some of the key techniques of the substructures construction ， including the cable anchorage system setup ， the hydrated heat control in the anchorage ， construction of the foundation and bearing plate of the tower in the ocean ， the control of tower construction ， etc
汕頭海灣大橋是我國第一座現代懸索橋下部結構主要包括索塔和錨碇本文介紹了該橋下部結構施工的一些關鍵技術環節，包括主纜錨碇錨固系統的安裝，大體積混凝土的溫控防裂，主塔基礎和承臺的海上施工，塔柱滑模施工控制等The nancha suspending - gay bridge of the changjiang road - bridge in jiangshu runyang, with a main span of 1490m, ranks first in china, third in the world. the north rivets, only 250m from the main stream of changjiang, have a tight liaison with the waterpower of it. especially, in this area, the face of rocks undulates a lot and exist fault - fabric. the soil there has apparent difference with the trend of water. the base - hole of north rivets can be named a super - deep one, with a 60m length, 50m widths, and 48m depths. the fence of the base takes advantages of the rectangular underground continuous wall structure and succeeds
江蘇潤揚長江公路大橋南汊懸索橋，主跨1490m ，居中國第一，世界第三。該橋的北錨碇距長江幹流僅250m ，與長江水力聯系密切，錨碇區水文、地質情況復雜，表層淤泥質土及松軟粘土層較厚，基巖頂面起伏較大，且存在斷裂構造，土層具明顯的流變特性。北錨碇基坑為長60m 、寬50m 、深48m的矩形超深基坑，其基礎圍護在國內首次採用矩形地下連續墻結構，並獲得成功。Quality control for the construction of anchor pile and pile embedded in rock of phase two project of yantian port
鹽田港二期工程錨碇樁和嵌巖樁的施工質量控制Influences of axis inclination, length, clamping angle of anchorage, roughness and bonding degree of interface on the displacement of anchorage and repose stability of rock mass were explored
就錨碇體軸線傾角、長度、夾持角、接觸界面粗糙度及結合程度對錨碇位移和巖體安息穩定性的影響作了深入探討。Results show that clamping angle dominated displacement of anchorage and failure mechanism : surrounding rock and soil compaction is induced by small clamping angle, instead, shear failure occurs in neighborhood soil of leading end of anchorage while clamping angle is big ; anchorage length influenced surrounding rock stress as nonlinear self - organization critical characteristic on interface ; anchorage size contribution to systemic primary monitor parameter is relatively uniform
研究發現：夾持角控制著錨碇變位和破壞機理，夾持角過小時錨碇壓密圍巖土體，較大時錨碇前端附近土體則產生剪切破壞；錨碇長度影響接觸面圍巖應力量值，表現為非線性的自組織臨界特徵；錨碇體粗細對系統主要監控參數的貢獻相對均勻。Application of ansys to the reliability analysis of anchor in suspension bridge
在懸索橋錨碇可靠性分析中的應用Dewatering design and construction of south anchorage deep foundation pit of runyang bridge
潤揚大橋懸索橋南錨碇深基坑降水設計與施工The smooth implementation of the sectional works is the key to the successful construction of the anchorage foundation of the bridge
該分項工程的順利實施是南錨碇基礎成功建設的關鍵。Toshinori, s. and tadatsugu, t., “ scale effect of a shallow circular anchor in dense sand. ” soils and foundation, vol. 38, no. 2, pp. 93 - 99, 1999
許世宗和廖洪鈞，砂土中多段錨碇承壓式地錨之錨碇行為，中國土木水利工程學刊，第十二卷，第一期，第91 - 100頁， 2000 。Su, s. f. and liao, h. j. " influence of strength anisotropy on piezocone resistance in clay ", journal of geotechnical and geoenvironmental engineering, asce, vol. 128, no. 2, pp. 166 - 173 ( 2002 ) （ sci ）
許世宗和廖洪鈞，沉泥質砂土中錐形擴座地錨之錨碇行為，中國土木水利工程學刊，第14卷，第三期，第393 - 404頁（ 2002 ） 。Su, s. f. and liao, h. j. “ influence of strength anisotropy on piezocone resistance in clay ”, journal of geotechnical and geoenvironmental engineering, asce, vol. 128, no. 2, pp. 166 - 173 ( 2002 ) （ sci ）
許世宗和廖洪鈞，沉泥質砂土中錐形擴座地錨之錨碇行為，中國土木水利工程學刊，第14卷，第三期，第393 ? 404頁（ 2002 ） 。分享友人