期刊文献+
共找到2,371篇文章
< 1 2 119 >
每页显示 20 50 100
Analysis on the Construction Technology of Metro Shield Method
1
作者 DONG Zhicheng LYU Hewei +1 位作者 CHEN Tongxu SUN Qiang 《外文科技期刊数据库(文摘版)工程技术》 2021年第12期1205-1209,共8页
With the development of economy, the construction of subway project has also speeded up. Because the subway transportation mode has the advantages of large load and less pollution, it has become the main way to solve ... With the development of economy, the construction of subway project has also speeded up. Because the subway transportation mode has the advantages of large load and less pollution, it has become the main way to solve the transportation problem in large and medium-sized cities. The risk management of urban rail transit project is very important because of its huge investment. Compared with the traditional construction method, the shield construction of metro section tunnels has many advantages, but there are also some disadvantages in the shield construction, such as large investment in equipment and so on, which often lead to various risks due to uncertain factors. Based on this, the paper discusses the construction technology of metro shield method. 展开更多
关键词 subway construction shield method construction technique
原文传递
Risk identification and risk mitigation during metro station construction by enlarging shield tunnel combined with cut-and-cover method 被引量:4
2
作者 Zhang, Xinjin Liu, Weining Lu, Meili 《Journal of Southeast University(English Edition)》 EI CAS 2008年第S1期142-146,共5页
Constructing a metro station by enlarging shield tunnels combined with a mining/cut-and-cover method provides a new method to solve the contradictions of construction time limits of shield tunnels and stations. As a n... Constructing a metro station by enlarging shield tunnels combined with a mining/cut-and-cover method provides a new method to solve the contradictions of construction time limits of shield tunnels and stations. As a new-style construction method, there are several specific risks involved in the construction process. Based on the test section of Sanyuanqiao station on Beijing metro line 10, and combined with the existing methods of risk identification at present, including a review of world-wide operational experience of similar projects, the study of generic guidance on hazards associated with the type of work being undertaken, and discussions with qualified and experienced staff from the project team, etc., the specific risks during the construction process of the metro station constructed by enlarging shield tunnels combined with the cut-and-cover method are identified. The results show that the specific risks mainly come from three construction processes which include constructing upper enclosure structures, excavating the soil between shield tunnels and demolishing shield segments. Then relevant risk mitigation measures are put forward. The results can provide references for scheme improvement and a comprehensive risk assessment of the new-style construction method. 展开更多
关键词 shield tunnel cut-and-cover method metro station risk identification risk mitigation
在线阅读 下载PDF
General analytical method of designing shielded coils for arbitrary axial magnetic field
3
作者 Yi Zhang Yu-Jiao Li +3 位作者 Qi-Yuan Jiang Zhi-Guo Wang Tao Xia and Hui Luo 《Chinese Physics B》 SCIE EI CAS CSCD 2019年第11期134-139,共6页
Magnetic coils for specific requirements are widely used in modern quantum physics. In this study, a general analytical method of designing the shielded coils for generating an arbitrary axial magnetic field is propos... Magnetic coils for specific requirements are widely used in modern quantum physics. In this study, a general analytical method of designing the shielded coils for generating an arbitrary axial magnetic field is proposed. The theoretical formula for an axial magnetic field generated by a single shielded coil is obtained and used to construct specific coils. The structural parameters of these coils are determined by fitting the theoretical formula with their specific requirements. The feasibility of this method is proved by realizing four concrete kinds of coils: uniform magnetic field generating coils, gradient magnetic field generating coils, asymmetrical uniform magnetic field generating coils, and parabolic magnetic field generating coils. The correctness of these theoretical results is demonstrated by both the finite element simulations and the relevant experimental results. Furthermore, the application of this method is of great significance for developing the quantum physics and quantum devices in future. 展开更多
关键词 MAGNETIC coils ANALYTICAL method shieldING QUANTUM DEVICE
原文传递
An Improved Method for Correction of Air Temperature Measured Using Different Radiation Shields
4
作者 CHENG Xinghong SU Debin +6 位作者 LI Deping CHEN Lu XU Wenjing YANG Meilin LI Yongcheng YUE Zhizhong WANG Zijing 《Advances in Atmospheric Sciences》 SCIE CAS CSCD 2014年第6期1460-1468,共9页
The variation of air temperature measurement errors using two different radiation shields (DTR502B Vaisala,Finland,and HYTFZ01,Huayun Tongda Satcom,China) was studied.Datasets were collected in the field at the Daxi... The variation of air temperature measurement errors using two different radiation shields (DTR502B Vaisala,Finland,and HYTFZ01,Huayun Tongda Satcom,China) was studied.Datasets were collected in the field at the Daxing weather station in Beijing from June 2011 to May 2012.Most air temperature values obtained with these two commonly used radiation shields were lower than the reference records obtained with the new Fiber Reinforced Polymers (FRP) Stevenson screen.In most cases,the air temperature errors when using the two devices were smaller on overcast and rainy days than on sunny days; and smaller when using the imported rather than the Chinese shield.The measured errors changed sharply at sunrise and sunset,and reached maxima at noon.Their diurnal variation characteristics were,naturally,related to changes in solar radiation.The relationships between the record errors,global radiation,and wind speed were nonlinear.An improved correction method was proposed based on the approach described by Nakamura and Mahrt (2005) (NM05),in which the impact of the solar zenith angle (SZA) on the temperature error is considered and extreme errors due to changes in SZA can be corrected effectively.Measurement errors were reduced significantly after correction by either method for both shields.The error reduction rate using the improved correction method for the Chinese and imported shields were 3.3% and 40.4% higher than those using the NM05 method,respectively. 展开更多
关键词 radiation shield measurement error impacts of solar zenith angle improved correction method
在线阅读 下载PDF
囊袋注浆法抬升盾构隧道试验
5
作者 黄大维 施良晨 +3 位作者 罗文俊 闫江 樊潇宇 曾小涛 《隧道建设(中英文)》 北大核心 2026年第1期80-89,共10页
为解决注浆抬升技术整治地铁盾构隧道不均匀沉降效果不佳的问题,采用囊袋注浆方法进行盾构隧道抬升效果试验研究。先将浆液注入至隧道底部正下方的囊袋中,再对所抬升的隧道周围附加土压力与隧道变形进行量测。试验结果表明:1)采用新式... 为解决注浆抬升技术整治地铁盾构隧道不均匀沉降效果不佳的问题,采用囊袋注浆方法进行盾构隧道抬升效果试验研究。先将浆液注入至隧道底部正下方的囊袋中,再对所抬升的隧道周围附加土压力与隧道变形进行量测。试验结果表明:1)采用新式囊袋注浆法进行隧道底部注浆抬升,浆液不发生扩散,且在囊袋的约束下能够均匀分布,形状可控,可有效避免发生跑浆,隧道注浆抬升效果明显,隧道变形更稳定。2)相对单点注浆,多点囊袋注浆法对隧道周围土体产生的附加土压力变化更大,分布更加均匀。3)在囊袋注浆产生的附加土压力作用下,模型盾构隧道的竖向直径减小,水平直径增大,发生明显的横椭圆变形;与单点注浆相比,平均单个囊袋的注浆量变小时,采用多点同时注浆,盾构隧道变形更明显、更缓和。4)相对单点注浆,多点同时注浆对隧道的抬升量更显著,且降低管片错台、局部应力集中风险。因此,实际工程中建议考虑囊袋注浆法并采用多点注浆。 展开更多
关键词 盾构隧道 囊袋注浆法 注浆抬升 模型试验 附加土压力
在线阅读 下载PDF
Settlement characteristics of large-diameter shield excavation below existing subway in close vicinity 被引量:35
6
作者 FANG Qian DU Jian-ming +2 位作者 LI Jian-ye ZHANG Ding-li CAO Li-qiang 《Journal of Central South University》 SCIE EI CAS CSCD 2021年第3期882-897,共16页
A case of Qinghuayuan tunnel excavation below the existing Beijing Subway Line 10 is presented.The new Qinghuayuan tunnel,part of the Beijing-Zhangjiakou High-speed Railway,was excavated by a shield machine with an ou... A case of Qinghuayuan tunnel excavation below the existing Beijing Subway Line 10 is presented.The new Qinghuayuan tunnel,part of the Beijing-Zhangjiakou High-speed Railway,was excavated by a shield machine with an outer diameter of 12.2 m.The existing subway was excavated by shallow tunnelling method.The project layout,geological conditions,reinforcement measures,operational parameters of shield machine and monitoring results of the project are introduced.During the Qinghuayuan tunnel excavation below the existing subway,total thrust,shield driving speed,cutterhead rotation speed and torque were manually controlled below the average values obtained from the previous monitoring of this project,which could effectively reduce the disturbance of the surrounding soil induced by shield excavation.The Gaussian fitting function can appropriately fit both the ground and the existing subway settlements.The trough width is influenced not only by the excavation overburden depth,but also by the forepoling reinforcement and tail void grouting measures. 展开更多
关键词 adjacent excavation shield method operational parameters settlement characteristics
在线阅读 下载PDF
星基无线电信号遮挡仿真分析
7
作者 刘卫 贺泉 饶建兵 《中国空间科学技术(中英文)》 北大核心 2026年第1期178-184,共7页
针对航天器功能多样化和构型复杂化发展过程中,面临的部组件间的遮挡分析和设计优化问题,分析和评估潜在的解决方案。通过坐标旋转后的正投影,将遮挡几何从三维空间投影到二维平面,问题简化为点与三角形几何关系的判断。基于面板方法,... 针对航天器功能多样化和构型复杂化发展过程中,面临的部组件间的遮挡分析和设计优化问题,分析和评估潜在的解决方案。通过坐标旋转后的正投影,将遮挡几何从三维空间投影到二维平面,问题简化为点与三角形几何关系的判断。基于面板方法,引入一维几何前后位置判断和点与三角形关系的必要条件两级预筛选,大幅度降低计算任务数,提高遮挡分析效率。构建简化的星链卫星三维模型,开展仿真分析,统计发现两级筛选平均可降低约95%的计算量。计算给出了不同天线安装位置对应的太阳翼遮挡热力图。验证投影转换加两级筛选方法进行遮挡分析的正确性和有效性,突破STK等商用软件输出信息单一、无法定制和过程不可控等短板,可更好地支撑航天器组件布局设计优化工作。 展开更多
关键词 航天器 信号遮挡 热点图 面板方法 正投影
在线阅读 下载PDF
盾构隧道法“先盾后井”工艺在排水管道施工中的应用
8
作者 郭卉 《科技创新与应用》 2026年第4期172-175,共4页
该文对盾构隧道法在排水管道中的应用进行简短的论述,进而引出“先盾后井”的施工方式在排水管道施工中的应用并对其重要性和可行性进行论述。文中以一工程实例,对“先盾后井”的实际施工顺序及设计重点进行剖析,希望通过该文,能给需要... 该文对盾构隧道法在排水管道中的应用进行简短的论述,进而引出“先盾后井”的施工方式在排水管道施工中的应用并对其重要性和可行性进行论述。文中以一工程实例,对“先盾后井”的实际施工顺序及设计重点进行剖析,希望通过该文,能给需要进行此施工方式的读者提供一些思路。 展开更多
关键词 盾构隧道法 先盾后井 排水工程 地质勘察 围护结构
在线阅读 下载PDF
复杂工况下地铁区间隧道“明挖法+暗挖法+盾构法”组合施工关键技术研究
9
作者 王怀鑫 《建筑机械》 2026年第1期119-124,共6页
为解决地下复杂空间开发中紧贴既有建筑结构及地下管线施工遇到的技术难题,文章以北京轨道交通22号线(平谷线)工程土建施工14合同段项目为工程案例,该项目地铁区间隧道眀挖段、暗挖段工况复杂,需迁改及保护的管线多,涉及多种工法,施工... 为解决地下复杂空间开发中紧贴既有建筑结构及地下管线施工遇到的技术难题,文章以北京轨道交通22号线(平谷线)工程土建施工14合同段项目为工程案例,该项目地铁区间隧道眀挖段、暗挖段工况复杂,需迁改及保护的管线多,涉及多种工法,施工技术复杂,对施工要求高,施工风险大。文章提出了1种“明挖法+暗挖法+盾构法”组合施工的创新应用关键技术,将3种工法相结合应用于紧贴既有地上建筑结构和地下管线交错复杂的地铁区间隧道工程。对该关键技术的施工方案、实施过程、实施效果进行研究,对监测数据进行分析。研究结果表明:明挖法、暗挖法与盾构法相结合,经实际工程验证其具有可行性;施工监测数据显示,地铁隧道区间施工期间,既有周边建筑结构变形在可控范围内,该关键技术可满足区间隧道对既有地上建筑结构低影响的规范要求。 展开更多
关键词 地铁区间隧道 复杂工况 明挖法 暗挖法 盾构法 组合施工
在线阅读 下载PDF
富水粉砂地层盾构施工风险及参数控制分析
10
作者 史力 汪杰 《科技创新与应用》 2026年第4期81-85,共5页
随着我国城市轨道交通网络密度的提升,富水粉砂地层中盾构掘进引起的不均匀沉降已构成重大工程风险。针对城市地铁隧道盾构法施工中富水粉砂地层引发的地表沉降控制难题,该研究依托杭州地铁某区间隧道工程案例,采用风险控制分析-现场试... 随着我国城市轨道交通网络密度的提升,富水粉砂地层中盾构掘进引起的不均匀沉降已构成重大工程风险。针对城市地铁隧道盾构法施工中富水粉砂地层引发的地表沉降控制难题,该研究依托杭州地铁某区间隧道工程案例,采用风险控制分析-现场试验验证-关键参数优化的系统性研究方法,首先对富水粉砂地层中盾构施工风险和风险管控措施进行总结分析,分析提出渣土改良、沉降控制、刀盘改造及膨润土泵入、高分子聚合物泵入和克泥效工法等风险管控措施。结合粉砂地层盾构施工总结的盾构掘进设计参数,选取具有典型地层特征的40环区间作为试验段,对富水粉砂地层盾构施工中的关键控制参数进行分析。研究表明,当土压力为1.45~1.55 bar、注浆量在4.5 m^(3)左右、出土量稳定在38~40 m^(3)、推进速度在30~40 mm/min、刀盘扭矩为1 600~2 300 kN·m、注浆压力为0.23~0.27 MPa时,可有效控制地表沉降,有利于盾构机在富水粉砂地层中平稳连续推进,实现盾构区间双线安全、顺利贯通,为类似地质条件下盾构施工提供理论依据和工程借鉴。 展开更多
关键词 富水粉砂地层 土压平衡盾构 沉降控制 渣土改良 克泥效工法
在线阅读 下载PDF
M-C simulation of shielding effects of PE,LiH and graphite fibers under 1 MeV electrons and 20 MeV protons 被引量:1
11
作者 YUE Kun LUO Wenyun +2 位作者 ZHA Yuanzi DONG Xiaoqing WANG Chuanshan 《Nuclear Science and Techniques》 SCIE CAS CSCD 2008年第6期329-332,共4页
Shielding effects of different materials under 1 MeV electron and 20 MeV proton beams were simulated with Geant4 code. It was found that shielding effects of polyethylene and graphite fibers are much better than alumi... Shielding effects of different materials under 1 MeV electron and 20 MeV proton beams were simulated with Geant4 code. It was found that shielding effects of polyethylene and graphite fibers are much better than aluminum. Energy depositions in the phantom shielded by the materials are calculated, with the least energy deposition by graphite fiber shielding. The results show that graphite fibers are good radiation shielding material in space programs. 展开更多
关键词 蒙特卡罗法 辐射屏蔽 防护材料 辐射防护
在线阅读 下载PDF
滨海地区全断面硬岩盾构联络通道绳锯法绿色施工关键技术研究
12
作者 吴辉 谢智清 《施工技术(中英文)》 2026年第1期62-66,共5页
以厦门地铁项目为工程背景,针对滨海吹填区-硬岩复合地层下盾构联络通道施工中存在的振动扰动大、地层稳定性差、渗透系数高及环境污染严重等问题,提出了基于绳锯法的绿色施工关键技术。通过理论分析结合工程实践,系统研究了全断面硬岩... 以厦门地铁项目为工程背景,针对滨海吹填区-硬岩复合地层下盾构联络通道施工中存在的振动扰动大、地层稳定性差、渗透系数高及环境污染严重等问题,提出了基于绳锯法的绿色施工关键技术。通过理论分析结合工程实践,系统研究了全断面硬岩静力切割、环境友好型工艺集成等技术。通过优化金刚石绳锯切割参数,结合静态破碎剂辅助分块移除工艺,形成低扰动绳锯切割技术,相较爆破法及水钻法等传统工艺工期缩短20%~30%,综合成本降低18%,地表沉降控制在3mm以内。为滨海吹填区复杂地层联络通道施工提供了高效、低碳、安全的新方案。 展开更多
关键词 地铁 盾构 滨海吹填地层 联络通道 绳锯法 绿色施工 振动控制
在线阅读 下载PDF
盾构隧道接头抗弯承载力概率模型与易损性分析
13
作者 王胜新 熊春林 +3 位作者 许良海 金云飞 杨政 赵国臣 《世界地震工程》 北大核心 2026年第1期112-121,共10页
衬砌接头被认为是盾构隧道的薄弱环节,其抗弯承载能力是衡量衬砌整体承载力水平的重要指标之一。提出了一种估计盾构隧道接头处抗弯承载力的概率模型,以便在盾构隧道的地震易损性分析中系统考虑各影响因素的潜在随机性。概率模型参数以... 衬砌接头被认为是盾构隧道的薄弱环节,其抗弯承载能力是衡量衬砌整体承载力水平的重要指标之一。提出了一种估计盾构隧道接头处抗弯承载力的概率模型,以便在盾构隧道的地震易损性分析中系统考虑各影响因素的潜在随机性。概率模型参数以有限元数值模拟数据为基准进行标定,并基于前人的室内试验数据验证有限元数值模型的有效性。为便于模型应用,并使模型参数具有明确的物理意义,基于力学原理提出了一种计算接头抗弯承载力的解析方法,且在该解析方法的基础上建立了接头抗弯承载力概率模型,并基于贝叶斯方法给出了模型参数的后验分布。通过结合前人已提出的地震需求概率模型建立极限状态方程,给出了盾构隧道不同破坏程度的易损性曲线,并与前人易损性结果进行了对比。研究表明,相对均质隧道,在三种不同程度损伤情况下考虑接头承载力的盾构隧道失效概率均显著偏大。研究结果可为盾构隧道的接头承载力评估、隧道设计和地震易损性评价提供方法参考和理论指导。 展开更多
关键词 盾构隧道接头 抗弯承载力 概率模型 易损性分析 贝叶斯方法
在线阅读 下载PDF
Frequency-time Domain Shielding Effectiveness of Materials and Their Strong Electromagnetic Field Test 被引量:1
14
作者 ZHANG Long WEI Guanghui +3 位作者 FAN Lisi HU Xiaofeng ZHAO Yang ZHANG Yongqiang 《高电压技术》 EI CAS CSCD 北大核心 2013年第10期2398-2402,共5页
To describe the shielding ability of materials accurately and comprehensively,the frequency-domain and time-domain shielding effectiveness(SE) of material is investigated.The relevance between them was analyzed based ... To describe the shielding ability of materials accurately and comprehensively,the frequency-domain and time-domain shielding effectiveness(SE) of material is investigated.The relevance between them was analyzed based on the minimum phase method,and the time-domain SE can be derived from frequency-domain SE.The SE of an energy selective surface(ESS) made of a novel material is investigated,and the relationship between SE and radiation field intensity are analyzed.The results show that not only material,but also the intensity of radiation electric field shows influence on SE in its frequency; for some materials,the dependence of SE on radiation electric field intensity needs to be considered.Therefore,it is necessary to research on the SE of shielding material in high-intensity electromagnetic environment. 展开更多
关键词 新型材料 屏蔽效能 磁场测试 时间域 频率 强电 电场强度 遮蔽能力
原文传递
Effects of boron number per unit volume on the shielding properties of composites made with boron ores from China 被引量:2
15
作者 LI Zhefu XUE Xiangxin +2 位作者 LIU Sulan LI Yong DUAN Peining 《Nuclear Science and Techniques》 SCIE CAS CSCD 2012年第6期344-348,共5页
The total macroscopic removal cross sections,deposited energies and the absorbed doses of three new shielding composites loaded with specific boron-rich slag,boron concentrate ore and boron mud of China for 252Cf neut... The total macroscopic removal cross sections,deposited energies and the absorbed doses of three new shielding composites loaded with specific boron-rich slag,boron concentrate ore and boron mud of China for 252Cf neutron source were investigated by experimental and Monte Carlo calculation.The results were evaluated by boron mole numbers per unit volume in composites.The half value layers of the composites were calculated and compared with that of Portland concrete,indicating that ascending boron mole numbers per unit volume in the composites can enhance the shielding properties of the composites for 252Cf neutron source. 展开更多
关键词 复合材料 屏蔽性能 硼矿石 体积 单位 蒙特卡罗计算 中国 吸收剂量
在线阅读 下载PDF
Numerical study of scattering Legendre moments and effect of anisotropic scattering on S_N shielding calculation 被引量:1
16
作者 Cong Liu Xiao-Li Hu +3 位作者 Bin Zhang You Gong Liang Zhang Yi-Xue Chen 《Nuclear Science and Techniques》 SCIE CAS CSCD 2019年第11期95-107,共13页
In neutron and photon transport problems,anisotropic scattering is of great importance for the particle flux,especially when the angular flux has a strong forward peak in shielding analyses.The conventional Legendre e... In neutron and photon transport problems,anisotropic scattering is of great importance for the particle flux,especially when the angular flux has a strong forward peak in shielding analyses.The conventional Legendre expansion is widely used in discrete ordinates transport codes because of algebraic simplifications with spherical harmonics for the scattering source.However,negative cross sections caused by the finitely truncated expansion may give rise to a negative source and flux.A simple method is adopted,based on integrating functions of scattering moments,to evaluate anisotropy and convergence of expanded functions.A series of problems were designed with angular fluxes of different anisotropy,and numerical simulations were performed using the ARES transport code to study different treatments and algorithms for scattering.Results show that the diagonal transport approximation is more stable and obtains a similar accuracy with the extended approximation.A conservative fixup for the negative source could ensure particle balance and improve computational accuracy significantly for photon transport.The effect of anisotropic scattering is problem-dependent,and no distinct differences among various methods are observed for volume source problems with a continuous energy source.For beam source problems,flux results are sensitive to negative scattering functions,and strictly nonnegative cross sections need to be implemented. 展开更多
关键词 Particle TRANSPORT shieldING calculation Discrete ordinates method ANISOTROPIC SCATTERING TRANSPORT approximation NEGATIVE source fix-up
在线阅读 下载PDF
机械法联络通道施工参数全局敏感性影响分析 被引量:2
17
作者 马永政 郑义 +3 位作者 朱瑶宏 周汪 牛富生 黄强 《隧道建设(中英文)》 北大核心 2025年第1期98-108,共11页
为研究机械法联络通道多种施工参数对隧道结构及周围地层环境的影响效应,采用基于Sobol理论的全局敏感性分析方法,建立精细化表达隧道结构及施工辅助设施设计特征的有限元数值模型,结合全施工过程数值模拟试验及监测分析验证,开展施工... 为研究机械法联络通道多种施工参数对隧道结构及周围地层环境的影响效应,采用基于Sobol理论的全局敏感性分析方法,建立精细化表达隧道结构及施工辅助设施设计特征的有限元数值模型,结合全施工过程数值模拟试验及监测分析验证,开展施工参数全局敏感性影响分析。结果表明:1)破洞施工使得主隧道最大变形位移相比施工前增加约34%,最大应力水平增加15.5%,接触界面膜应力增加5%~8%,内支撑体系应力水平为-12~40 MPa,施工完成后有一定程度的回弹或减少;2)被切削环开洞口附近应力变形变化较明显,管环横截面内外边缘主应力Ⅲ分布曲线呈纺锤形等几何特征;3)地表位移和隧道变形的计算结果与相应监测值的平均值曲线及变化趋势接近,验证了数值模型结果的合理性;4)针对应力变形相关的不同施工响应目标指标,各施工参数如土舱压力、顶推力、刀盘转矩以及内支撑预应力等的敏感度大小排序各异,通过探讨敏感度最大的土舱压力参数对螺栓组轴力的影响规律特征,得出其影响安全可控。 展开更多
关键词 盾构法 联络通道 数值模拟 位移监测 施工参数 全局敏感性分析
在线阅读 下载PDF
High Magnetic Field Shielding for Sensitive Devices Relevant to ITER 被引量:2
18
作者 夏志伟 李伟 +2 位作者 李波 杨青巍 卢杰 《Plasma Science and Technology》 SCIE EI CAS CSCD 2014年第6期629-632,共4页
High magnetic field shielding has been increasingly important for engineering design in recent years. In this report, a cylindric shield made from soft iron is studied using FEM (finite element method) analysis and ... High magnetic field shielding has been increasingly important for engineering design in recent years. In this report, a cylindric shield made from soft iron is studied using FEM (finite element method) analysis and COlnpared with experiments. The residual fields inside the shield are calculated and measured in both parallel and perpendicular fields up to 2000 Gs. The calculated results are compared with the experiments, and the input B-H curve is modified for a better conformity. The results indicate that the covers could greatly improve the shielding performance of the cylindric shield in our research. The comparison result shows that a proper B-H curve, which can well describe the material properties, is very important in FEM analysis and should be selected carefully. 展开更多
关键词 magnetic shielding design high static field finite element method
在线阅读 下载PDF
气淀法在盾构穿越软弱路基塑料排水板加固区域的应用研究
19
作者 杨宗维 杨宝玉 +1 位作者 李锦富 蒋玮毅 《建筑施工》 2026年第1期59-62,共4页
盾构施工穿越用塑料排水板方法改良的软弱路基区域时,容易出现塑料排水板缠绕刀盘,继而影响盾构出土,甚至盾构施工被迫中断的情况。因此,以深圳某地铁线路福益区间段为例,通过改变盾构渣土流动性及盾构掘进参数,研究其对盾构渣土滞排的... 盾构施工穿越用塑料排水板方法改良的软弱路基区域时,容易出现塑料排水板缠绕刀盘,继而影响盾构出土,甚至盾构施工被迫中断的情况。因此,以深圳某地铁线路福益区间段为例,通过改变盾构渣土流动性及盾构掘进参数,研究其对盾构渣土滞排的影响。结果表明:定期采用较高黏度的膨润土泥浆置换仓内渣土,可有效增加渣土流塑性,促使塑料排水板能跟随渣土一同排出;采取半土压半气压模式的气淀法掘进模式,可解决螺旋机无法排土问题。二者结合施工,可低成本、高效率地解决上述工程技术难题,保证盾构施工顺利。 展开更多
关键词 盾构施工 塑料排水板 软弱路基 渣土改良 气淀法
在线阅读 下载PDF
地铁盾构区间机械法联络通道施工全过程正线隧道力学响应分析 被引量:2
20
作者 杜明芳 赵洁 +4 位作者 易领兵 张鹏 王宗勇 任方毅 朱行通 《城市轨道交通研究》 北大核心 2025年第3期6-13,共8页
[目的]机械法联络通道施工对地铁正线隧道管片结构内力的影响较大,需要探明正线隧道结构在施工过程中的受力变化规律、受力薄弱点等情况,以保证正线隧道结构安全。[方法]以郑州某地铁盾构区间联络通道机械法顶管施工工程为背景,采用ABA... [目的]机械法联络通道施工对地铁正线隧道管片结构内力的影响较大,需要探明正线隧道结构在施工过程中的受力变化规律、受力薄弱点等情况,以保证正线隧道结构安全。[方法]以郑州某地铁盾构区间联络通道机械法顶管施工工程为背景,采用ABAQUS有限元软件建立了数值计算模型,对联络通道顶管施工全过程进行了仿真分析,研究施工过程中正线隧道结构变形及内力变化规律。通过比较仿真值与实测值的变化趋势及发生位置,验证了该数值模型的可靠性。[结果及结论]实测值与仿真值的变化趋势、发生位置基本一致,有限元模型具有准确性。施工过程中,切削环最大变形值呈逐渐增大趋势,始发端切削环弯矩最大值呈先增加后减小趋势,接收端切削环弯矩最大值呈先缓慢减小后增加趋势,切削环轴力最大值呈缓慢增加趋势。施工完成时的最大变形值和内力值均在设计允许范围内。 展开更多
关键词 地铁 盾构区间 机械法联络通道施工 力学响应
在线阅读 下载PDF
上一页 1 2 119 下一页 到第
使用帮助 返回顶部