简介:以重庆沙坪坝铁路枢纽综合改造工程开挖形成的岩质直立边坡为原型,利用FLAC3D软件建立数值计算模型,分析预应力锚板墙边坡支护结构在不同开挖位置的爆破荷载作用下的动力响应特性。在此基础上,讨论锚杆预应力大小、爆破峰值荷载和锚固段长度几种参数对于支护结构受力状态和结构变形的影响。计算结果表明:爆破作用下锚杆轴力增量分布与静力作用下相似,并且锚杆轴力增量和板墙位移都在边坡中部达到最大,而上下位置较小。对比锚杆轴力增量和板墙水平位移增量的数值模拟和理论计算结果,验证了板—锚结构之间存在的变形协调现象。通过各种影响因素的计算结果分析得到了岩质边坡预应力锚板墙支护在爆破作用下的动力变化规律。
简介:Stronghydrodynamicinteractionsduringtheside-by-sideoffloadingoperationbetweenfloatingliquefiednaturalgas(FLNG)andliquefiednaturalgascarrier(LNGC)caninducehighrisksofcollision.Theweathervaneeffectofasingle-pointmooringsystemnormallyresultsinthesatisfactoryhydrodynamicperformanceoftheside-by-sideconfigurationinheadseas.Nevertheless,thechangesinwavedirectionsinrealseaconditionscansignificantlyinfluencetherelativemotions.Thisarticlestudiestherelativemotionsoftheside-by-sidesystembyusingthetheoreticalanalysismethodandthenumericalcalculationmethod.Basedonthethree-dimensionalpotentialtheorymodifiedbyartificialdamping-lidmethod,thefrequency-domainhydrodynamiccoefficientscanbeimprovedtocalculatetheretardationfunctionsforthemulti-bodyproblem.Anin-housecodeisthendevelopedtoperformthetime-domainsimulationoftwovessels,throughwhichtherelativemotionsaresubsequentlyobtained.Arangeofobliquewavesarechosenfortheextensivecalculationofrelativemotionsbetweenthetwovessels,whicharefurtheranalyzedintermsofthephaseshiftofmotionresponsesinducedbyspecificresonantwavepatterns.Investigationresultsshowthatwavedirectionshaveasignificantinfluenceontherelativesway,roll,andyawmotions.Underthecircumstancethattheabsolutephaseshiftbetweentherollmotionsoftwovesselsapproaches180°,strongerrelativemotionsareinducedwhenLNGCisontheweatherside.Moreover,thegapwaterresonancesathighfrequenciestendtocausethedangerousopposedoscillationoftwovesselsintheswayandyawmodes,whereasFLNGreducesthegapwaterresonancesandrelativemotionswhenlocatedontheweatherside.
简介:部分刚性桩复合地基路基实际沉降超过容许沉降的重要原因之一是现有沉降计算方法存在严重缺陷。在分析桩土沉降关系和桩土作用的基础上,提出了路堤下刚性桩复合地基沉降计算新方法--附加应力法。首先根据桩土作用计算桩土附加应力,然后采用分层总和法计算复合地基沉降。经工程实例验证后,利用附加应力法研究了桩长、桩间距、扩底、桩帽等因素对路基沉降的影响,并与现行方法计算的沉降进行对比。分析表明,附加应力法可以考虑单桩竖向承载力、桩帽转移荷载能力、桩土相互作用等因素的影响,计算沉降与实测沉降接近;利用桩帽将路堤大部分荷载转移到桩顶可以有效减小路基沉降;扩底比桩长加大更经济合理;按“强桩、大间距、大桩帽”原则设计的复合地基比密桩复合地基更经济合理。