地下工程降水辐射井施工方法.pdf
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HX10X8D3D5I2 ZV7Z4T6A10M9文档编码:CS3H2M1H9W9 HX10X8D3D5I2 ZV7Z4T6A10M9地下工程降水辐射井施工方法作者：汪春生，Wang Chunsheng作者单位：中铁十六局集团有限公司,北京,100018刊名：铁道建筑技术英文刊名：RAILWAY CONSTRUCTION TECHNOLOGY年，卷(期)：2005，(4)被引用次数：0次参考文献(2条)1.段东明 复杂地质条件下地铁车站深基坑降水设计及施工工艺研究期刊论文-铁道建筑技术 2003(04)2.李从超.王会英 东直门地下折返线工程降排水施工技术期刊论文-铁道建筑技术 2002(03)相似文献(10条)1.会议论文孙长军 辐射井降水技术2004 辐射井降水技术是近几年用于工程降水的新方法，文中详细论述了辐射井降水技术的概念、设计和施工方法，介绍了北京地铁五号线3标段玉蜓桥区辐射井降水的工程实例。2.期刊论文张云海.郑学术.张丽 简易深井井点降水在退海平原地下工程中的应用-辽宁建材 2006(2)许多建筑物,构筑物由于使用功能的需要,埋置设计较深,这种建筑物、构筑物建筑在地下水位较高的退海平原地区时,一般都处于地下水位以下.如各种地下室、给排水泵站、输水管线、高层建筑的深基础等等.本文通过介绍工程降水施工实例,论述了低渗透滞水土层,流砂土质的退海平原地质特征的降水方法及施工要点,供同地质条件的地下降水工程施工参考.3.期刊论文蒋坤.丁文其.陈宝.施笃铮.JIANG Kun.DING Wen-qi.CHEN Bao.SHI Du-zheng 郑开下穿越工程非饱和土土-水特征曲线室内试验研究-岩土力学 2009,30(4)利用气相法和渗吸法,对郑州至开封下穿越工程降水施工引起的非饱和砂质粉土和粉质黏土的土-水特征曲线进行了室内试验研究.研究结果表明,非饱和砂质粉土和粉质黏土的进气值约为2 kPa 和250 kPa,残余饱和度对应的吸力值约为 15 MPa 和28 MPa,两种非饱和土的减饱和过程都具有明显的阶段特征.通过该工程非饱和土土土-水特征曲线的分段性研究,对于工程降水施工以及掌子面加固等有重要的指导意义.4.期刊论文唐益群.栾长青.TANG Yi-qun.LUAN Chang-qing 上海某地铁车站室内模型试验降水沉降分析-重庆建筑大学学报 2008,30(4)随着城市地下空间的开发利用,深基坑工程越来越受到人们的关注,尤其是软土地区毗邻已运营地铁段的深基坑开挖更是一项高难度的工程.通过对上海地铁某站的室内降水实验,并在整理和分析了降水井水位和流量、孔隙水压力、分层沉降量、地表沉降量等各种监测数据的基础上,总结出了降水时影响沉降因素之间的关系,为之后的工程降水提供较好的设计经验和改善方案,确保了该地铁基坑工程施工的安全性和围护结构的整体稳定性.5.学位论文卞祚庥 上海地下工程中非饱和态软土强度的研究2005 本文在总结前人对非饱和土有效应力和强度以及土水特征曲线的研究成果的基础上，介绍了非饱和土的基本理论，并以非饱和土双应力变量强度理论为依据，以上海市中环线某下立交穿越虹桥路工程为工程背景，借助GDS标准非饱和土三轴试验系统，首次对上海地区软土进行了室内三轴剪切试验。得到了相同围压和相同基质吸力条件下的应力应变曲线，以此绘制了非饱和土引申的Mohr-Coulomb破坏包络面，并取得了上海地区软土的非饱和强度参数(b=10.6)。本文还对上海软土在低吸力范围(0kPa 900kPa)上的土水特征进行了室内试验研究，获取了相应的土水特征曲线。总结了采用双应力变量的非饱和土强度理论来研究上海工程非饱和态软土的可行性。6.期刊论文唐益群.栾长青.TANG Yi-qun.LUAN Chang-qing 上海地铁宜山路站室内降水大型模型试验分析-地下空间与工程学报 2008,4(3)通过对上海地铁九号线宜山路站的室内降水实验,并在整理和分析了降水井水位和流量、孔隙水压力、分层沉降量、地表沉降量等各种监测数据的基础上,总结出了降水时各影响因素之间的关系,为之后的工程降水提供较好的设计经验和改善方案,确保了该地铁基坑工程施工的安全性和围护结构的整体稳定性.7.会议论文侯景岩.刘永亮 辐射井在地铁及深基坑降水施工中的作用2003 辐射井在华北深基坑工程降水中,早有广泛的应用,并已取得了较好的效果.随着北京东直门地铁 14 标段,应用辐射井降水取得成功,其他地铁新线建设设计亦考虑应用此法.本文就辐射井应用的一些相关问题,加以介绍.8.期刊论文颜俊.YAN Jun 遗传算法反演工程水文地质参数-铁道工程学报 2007,24(7)研究目的:工程水文地质参数是工程优化设计的基础.针对传统工程水文参数获取存在人为辨识误差和求参耗时的缺陷,开发遗传算法模型,解决求参问题.研究方法:利用某大型地下工程降水抽水试验取得的实测资料,采用遗传算法反演了工程地质层的渗透系数,并与两点法计算结果进行了对比.研究结果:只要能给出正演计算的模型,形成遗传反演系统问题,就能够直接求解,计算的结果与传统计算方法接近.研究结论:遗传算法作为一种全局最优化方法,具有简单、快捷的特点,计算效率高、无须人为干扰、能够快速搜索到可行性解的优点,可广泛用于工程水文地质参数的求解.9.会议论文李春忠.陈国兴.樊有维 基坑工程降水渗流场特性分析2007 基于Biot固结理论和 Terzaghi有效应力原理,采用有限元法对深基坑工程降水渗流场进行应力场与渗流场耦合的数值模拟.结合南京九华山隧道基坑工程降水实例,分析了基坑降水水位线的形状、流速分布及地表沉降规律;比较了降水井不同布置、井深对基坑渗流场及周围地表沉降的影响,其结果有助于进一步了解地下水与土体相互作用机理,并为基坑工程降水井的设计提供可靠的指导.10.期刊论文付刚.熊宗喜.秦沛 辐射井在北京地铁五号线降水工程中的应用-探矿工程（岩土钻掘工程）2004,31(10)北京地铁五号线纵贯城区南北,传统降水施工受到限制,局部地段根本无法实施.采用辐射井降水工艺,既解决了降水问题,取得了良好效果,又为辐射文档编码:CS3H2M1H9W9 HX10X8D3D5I2 ZV7Z4T6A10M9文档编码:CS3H2M1H9W9 HX10X8D3D5I2 ZV7Z4T6A10M9文档编码:CS3H2M1H9W9 HX10X8D3D5I2 ZV7Z4T6A10M9文档编码:CS3H2M1H9W9 HX10X8D3D5I2 ZV7Z4T6A10M9文档编码:CS3H2M1H9W9 HX10X8D3D5I2 ZV7Z4T6A10M9文档编码:CS3H2M1H9W9 HX10X8D3D5I2 ZV7Z4T6A10M9文档编码:CS3H2M1H9W9 HX10X8D3D5I2 ZV7Z4T6A10M9文档编码:CS3H2M1H9W9 HX10X8D3D5I2 ZV7Z4T6A10M9文档编码:CS3H2M1H9W9 HX10X8D3D5I2 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