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A Numerical Study on Erosion and Wear Mechanisms in Variable Diameter Bend Pipes
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作者 Li Wang Haipeng Mu +1 位作者 Jiming Zhu Zhongchang Wang 《Fluid Dynamics & Materials Processing》 2025年第4期989-1005,共17页
To elucidate the relationship between pipeline erosion and wear during slurry transportation,this study considers three key influencing parameters,namely,the ratio of inlet to outlet pipe diameter,the length of the va... To elucidate the relationship between pipeline erosion and wear during slurry transportation,this study considers three key influencing parameters,namely,the ratio of inlet to outlet pipe diameter,the length of the variable diameter section,and the roughness of the pipe wall.The impact of these factors on pipeline erosion and wear is analyzed using a single-factor analysis approach.In particular,the Fluent software is employed to conduct the required numerical simulations for variable diameter elbows of varying morphologies.The results indicate that as the inlet to outlet diameter ratio increases,the wear on the pipe inlet and the outer wall of the elbow becomes increasingly pronounced.Notably,when the diameter ratio exceeds 0.8,there is a significant escalation in wear on both the inner and outer elbow walls.Initially,the maximum erosion rate decreases sharply with increasing diameter ratio before a stable condition is attained.Erosion wear in the variable diameter section exhibits a distinct layered distribution pattern.In this region,the wear range for a 40 mm length of the pipe body is relatively small;however,once this length exceeds 40 mm,the wear range expands,ultimately covering the entire pipe section.The length of the variable diameter section significantly influences the maximum erosion rate of the pipeline,with sections shorter than 80 mm experiencing the most severe effects,and showing an exponential decline in erosion rate.As the wall roughness gradually increases,the wear area on both cheeks of the bend section rapidly expands and tends to deepen further.When the roughness reaches 4 mm,the pipeline wear experiences a dramatic shift,resulting in extensive“spot-like”wear patterns emerging at the bottom and sides of the horizontal flow section,which previously exhibited no wear. 展开更多
关键词 Filling slurry variable diameter bend pipe erosion and wear conveying characteristics influence factor
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Recent developments of large diameter X80 UOE line pipes 被引量:10
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作者 ZHANG Chuanguo ZHENG Lei +3 位作者 XIE Shiqiang ZHANG Bei HAN Jianzeng QIAN Weifang 《Baosteel Technical Research》 CAS 2014年第2期46-54,共9页
High-strength pipeline steel and large diameter line pipes are often used to increase the capacity of transportation and reduce the cost associated with the construction and operation of long-distance gas pipeline pro... High-strength pipeline steel and large diameter line pipes are often used to increase the capacity of transportation and reduce the cost associated with the construction and operation of long-distance gas pipeline projects. China' s initiatives to construct long-distance natural gas pipelines has brought in new opportunities for the development of X80 line pipes. Baosteel has designed the optimum chemical composition of X80 with high niobium and low molybdenum content. In addition, a welding experimental platform and a finite element model (FEM) have supported the development of X80 UOE pipes in an efficient and economical way. The application and recent development of X80 UOE pipes were introduced in this paper. To comply with the requirements of the Second West-East Gas Pipeline Project (2^nd WEPP ), X80 pipeline steel with low carbon bainite microstructure was developed by utilizing the optimized composition and TMCP process. The matching welding material, welding procedure and UOE forming processes for 1 219mm outside diameter X80 UOE pipes were also developed. More than 340 000 t of X80 UOE pipes were produced and applied in the 2^nd WEPP. Furthermore, to meet the prospective demand for long-distance gas pipelines with an annual transportation capacity of over 40 billion m3 ,larger size X80 UOE pipes with 1 422 mm OD × 30. 8 mm WT were trial produced recently. DWTT performance, the main technical challenge for heavier wall pipes, was improved by using optimized microstructural design. The newly developed X80 pipes can be potentially used for larger transportation capacity pipelines in China. 展开更多
关键词 X80 UOE large diameter heavy gauge line pipe
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Vertical vibration of a large diameter pipe pile considering transverse inertia effect of pile 被引量:10
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作者 郑长杰 刘汉龙 +1 位作者 丁选明 周航 《Journal of Central South University》 SCIE EI CAS CSCD 2016年第4期891-897,共7页
Considering the transverse inertia effect of pile, the vertical soil layer is studied. The wave propagations in the outer and inner soil dynamic response of a large diameter pipe pile in viscoelastic are simulated by ... Considering the transverse inertia effect of pile, the vertical soil layer is studied. The wave propagations in the outer and inner soil dynamic response of a large diameter pipe pile in viscoelastic are simulated by three-dimensional elastodynamic theory and those in the pile are simulated by Rayleigh-Love rod theory. The vertical and radial displacements of the outer and inner soil are obtained by utilizing Laplace transform technique and differentiation on the governing equations of soils. Then, based on the continuous conditions between the pile and soils, the displacements of the pile are derived. The frequency domain velocity admittance and time domain velocity response of the pile top are also presented. The solution is compared to a classical rod model solution to verify the validity. The influences of the radii and Poisson ratio of pile on the transverse inertia effect of pile are analyzed. The parametric study shows that Poisson ratio and outer radius of pile have significant influence on the transverse inertia effect of large diameter pipe piles, while the inner radius has little effect. 展开更多
关键词 large diameter pipe pile vertical vibration Rayleigh-Love rod transverse inertia effect
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Effect of Pipe Diameter on Electrochemical Behavior of Stainless Steel Type 304 Pipes in Tap Water 被引量:1
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作者 Noriyuki Tanaka Shigeru Sato +4 位作者 Itaru Ikeda Tadahiko Uchida Motoki Kuratani Yutaka Yamada Osamu Sakurada 《Materials Sciences and Applications》 2019年第11期697-708,共12页
We investigated the effects of pipe diameter on the corrosion resistance of stainless steel type 304 pipes using electrochemical measurements. Compared to plate steel, pipes have harder physical properties and tend to... We investigated the effects of pipe diameter on the corrosion resistance of stainless steel type 304 pipes using electrochemical measurements. Compared to plate steel, pipes have harder physical properties and tend to be harder and showed greater permeability with decreasing inner diameter. We found that the maximum corrosion current density in the secondary active state, which is the starting point of secondary passivation, appeared in the polarization curve measurement in tap water. Similar to the Vickers hardness and the maximum current density in the secondary active state, the permeability tended to increase as the diameter decreased. This is thought to increase the amount of deformation-induced martensitic and increase corrosion susceptibility. The peak of the secondary active current density was clearly seen as the potential sweep speed was increased. In addition, potential sweep speed dependence was observed in the corrosion susceptibility evaluation of deformation-induced martensite. In comparison with acid treatment, the formation of deformation-induced martensite was considered to occur in the extreme surface layer. The maximum corrosion current density in the secondary active state is expected to be a new susceptibility evaluation method for evaluating the deformation-induced martensitic transformation. 展开更多
关键词 STAINLESS Steel TYPE 304 ELECTROCHEMICAL CONSIDERATION pipe diameter ELECTROCHEMICAL Behavior TAP Water
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Study of an Ultrasonic Probe Installed into a Small Diameter-Pipe Using an Electromagnetic Acoustic Transducer 被引量:1
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作者 Riichi Murayama Benjie Wang +1 位作者 Koutarou Shindou Koudai Katsunaga 《Engineering(科研)》 2020年第8期549-562,共14页
Metal pipes having an inner diameter of about 25 mm or less are frequently used as heat exchangers for power plants, gas pipes, and water pipes. However, erosion and corrosion due to long-term use may cause serious ac... Metal pipes having an inner diameter of about 25 mm or less are frequently used as heat exchangers for power plants, gas pipes, and water pipes. However, erosion and corrosion due to long-term use may cause serious accidents, such as steam leaks, resulting in economic loss and environmental pollution. Therefore, inspection of the entire length and thickness before shipping or monitoring during operation are important technologies. However, no inspection technology including the inside of the wall thickness has been developed. The purpose was to develop an ultrasonic probe that can inspect the inner and outer surfaces from the inside of the pipe at the same time. The developed ultrasonic probe is based on an electromagnetic ultrasonic transducer (EMAT) that does not require a couplant and is then easy to install in a pipe. The EMAT for the longitudinal and for the transverse vibration mode guided wave are connected in series in order to take into account the variety of defects. First, the EMAT was successfully developed for each mode. That is, it was conducted by using the magnetostrictive effect for the longitudinal mode type and by using the Lorentz force for the transverse mode type, and evaluated to improve the performance. The reflected signal from a notch defect was then evaluated in the state that each EMAT was connected in series using any artificial defects and found to be able to detect any notches with about 10% depth or about 15% circumferential length. 展开更多
关键词 EMAT Small diameter pipe Nondestructive Inspection Guide Wave
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Optimization Design of Multi-hole and Varied Diameter Pipe Based on RAGA
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作者 WANGLi-kun WEIYong-xia FUQiang 《Journal of Northeast Agricultural University(English Edition)》 CAS 2004年第1期84-86,共3页
Combining real accelerating genetic algorithm(RAGA) with the optimization design of multi-hole and varied diameter pipe, the authors solved the problem of optimizing multi-dimensional parameters at the same time. In w... Combining real accelerating genetic algorithm(RAGA) with the optimization design of multi-hole and varied diameter pipe, the authors solved the problem of optimizing multi-dimensional parameters at the same time. In which the advanced convergence and easily to run into partial optimization were avoid. Applied the RAGA to solving the problem in the optimization design of fixed piping sprinkler irrigation system. The optimized parameters, such as diameters and the length of pipe were calculated and the result was reasonable, which provides as a reference to readers who work at related research. 展开更多
关键词 spray irrigation multi-hole and varied diameter pipes accelerating genetic algorithm optimization design
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Manufacturing Technology Research and Appraisal of Large-Diameter SSAW Pipe Applied to the West-East Pipeline Project
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作者 DingXiaojun YangZhongwen XiaXianhua LiXiaobo 《工程科学(英文版)》 2005年第1期80-88,共9页
This paper introduced the research and development of large-diameter SSAW pipes applied to West-East Pipeline project as well as domestic acicular ferrite pipeline steel of X70 grade. Its microstructure analysis was p... This paper introduced the research and development of large-diameter SSAW pipes applied to West-East Pipeline project as well as domestic acicular ferrite pipeline steel of X70 grade. Its microstructure analysis was performed in comparison with the pipeline steel of a foreign steel plant (SPC). This paper introduced the research of welding procedures prior to SSAW pipe making and some new procedures and technologies used for West-East Pipeline Project, and appraised the practical level of Large-diameter SSAW pipe applied to the West-East Pipeline Project. 展开更多
关键词 西气东输 SSAW 工业化 SPC 大直径管
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Research & Development of Grade X70 LSAW Steel Pipes for West-East Gas Pipeline 被引量:1
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作者 WangXiaoxiang SunQi 《工程科学(英文版)》 2004年第4期40-45,共6页
In this article the research and development of X70 large diameter longitudinal seam submerged arc welded (LSAW) steel pipes for West East Gas Transportation Pipeline project (WEGTP) in China are introduced, including... In this article the research and development of X70 large diameter longitudinal seam submerged arc welded (LSAW) steel pipes for West East Gas Transportation Pipeline project (WEGTP) in China are introduced, including the key technique, fabrication of pipe production line, mass production and the latest progress of LSAW steel pipe technique. 展开更多
关键词 WEGTP LSAW UOE管道 JCOE PFP X70 输气管道
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基于Pasternak弹性地基梁的穿河顶管管幕力学模型及管径优化 被引量:1
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作者 牛野 《地质科技通报》 北大核心 2025年第2期322-329,共8页
支护管的受力特性分析是顶管管幕结构设计的基础,其保证了隧道开挖的安全。为了分析隧道开挖过程中顶管管幕力学特性,基于Pasternak模型构建管幕底部支护管力学解析模型,充分利用位移、转角、弯矩和剪力连续性条件,推导出支护管位移及... 支护管的受力特性分析是顶管管幕结构设计的基础,其保证了隧道开挖的安全。为了分析隧道开挖过程中顶管管幕力学特性,基于Pasternak模型构建管幕底部支护管力学解析模型,充分利用位移、转角、弯矩和剪力连续性条件,推导出支护管位移及内力方程,且计算结果更接近于工程实测应变,证明模型具有适用性。同时以秦淮新河段顶管管幕为例,通过分析支护管最大应变变化规律优选出合理的管幕直径。研究表明:初期管径对管幕底部支护管支护性能影响较大,后期随管径增大影响逐渐减小至平稳;开挖步长和管间间距对支护管支护性能呈正相关影响,小管径时对支护管最大应变影响更明显;管间距对支护管纵向应变影响较小,管幕卸载杠杆作用可有效将开挖区卸载值传递至非开挖区,从而保证管幕开挖面稳定性。 展开更多
关键词 穿河隧道 顶管管幕 Pasternak弹性地基梁 受力特性 管径优化
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西堠门公铁两用大桥主桥5号墩φ6.3 m超大直径钻孔桩施工技术 被引量:5
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作者 彭颇 吕晓平 《桥梁建设》 北大核心 2025年第2期18-24,共7页
甬舟铁路西堠门公铁两用大桥主桥为主跨1 488 m的斜拉-悬索协作体系桥,5号墩采用18根φ6.3 m超大直径钻孔桩基础,桩长84 m,采用C45水下混凝土,单桩混凝土方量约3 000 m^(3)。5号墩墩位处水深流急,地质条件复杂,结合桥位处复杂海洋环境... 甬舟铁路西堠门公铁两用大桥主桥为主跨1 488 m的斜拉-悬索协作体系桥,5号墩采用18根φ6.3 m超大直径钻孔桩基础,桩长84 m,采用C45水下混凝土,单桩混凝土方量约3 000 m^(3)。5号墩墩位处水深流急,地质条件复杂,结合桥位处复杂海洋环境和主体结构特点,5号墩基础平台施工后,采用引孔跟进法埋设钢护筒,在钢护筒内扩孔,采用液压冲击锤插打钢护筒,跟进至设计标高,解决了深水裸岩地质条件下钢护筒埋设难题;钻孔桩采用旋挖钻机分级成孔或全回转钻机全断面一次成孔,解决了超大直径钻孔桩成孔难题;钢筋笼采用长线法制作,利用400 t龙门吊翻身、对接、下放,采用悬挂环进行支撑及悬挂定位,解决了带中心钢管的超大直径钢筋笼施工难题;桩基水下混凝土采用双导管法灌注工艺,解决了超大直径钻孔桩混凝土灌注难题。采用超声波自动循测仪RSM-SY7(F)进行桩身完整性检测,结果表明18根φ6.3 m超大直径钻孔桩均为Ⅰ类桩。 展开更多
关键词 公路铁路两用桥 斜拉-悬索协作体系桥 超大直径钻孔桩 钢护筒 钢筋笼 分级成孔 双导管灌注 施工技术
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全驱动小型管道机器人设计及其应用
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作者 刘均波 朱新民 +1 位作者 王立梅 毕雅静 《水利水电技术(中英文)》 北大核心 2025年第S1期966-969,共4页
针对在管道施工及运行维护过程中,由于管道排布密度大、管径小、长距离、湿滑、坡度起伏等因素造成的管道焊接内检、管内清理、焊口补漆、工程终检等很难或无法实现等问题,设计开发并优化了一种新型全驱动管道机器人平台结构,通过设计... 针对在管道施工及运行维护过程中,由于管道排布密度大、管径小、长距离、湿滑、坡度起伏等因素造成的管道焊接内检、管内清理、焊口补漆、工程终检等很难或无法实现等问题,设计开发并优化了一种新型全驱动管道机器人平台结构,通过设计改进控制系统,设计小体积动力单元及架体结构,成功研制出体积小、适合小管径的驱动单元,有效提高了管道机器人的适应性和灵活性。试验和应用结果表明,该机器人在复杂管道环境下表现出良好的机动性与操控性能,能够实现对任意坡度的小口径管道进行全面检测与维护,有利于提高企业管理绩效。 展开更多
关键词 小口径管道 管道机器人 机器人设计 应用
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软土小直径顶管隧道施工对周边环境影响研究
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作者 程雪松 张雨明 +4 位作者 张天奇 冀叶涛 李德茂 张亚涛 张志伟 《岩土工程学报》 北大核心 2025年第S2期19-24,共6页
依托软土2.4 m小直径顶管隧道工程,首先对实测数据进行分析,在此基础上建立三维数值模型研究了顶管隧道施工对周边环境的影响。结果表明:在顶管施工的过程中由于背土效应,地表会隆起且土体产生更大的超孔隙水压力,超孔隙水压力的消散会... 依托软土2.4 m小直径顶管隧道工程,首先对实测数据进行分析,在此基础上建立三维数值模型研究了顶管隧道施工对周边环境的影响。结果表明:在顶管施工的过程中由于背土效应,地表会隆起且土体产生更大的超孔隙水压力,超孔隙水压力的消散会导致地表沉降不断变大。顶管隧道的施工将会使得既有管线主要产生竖向位移,管线的存在将使得地表沉降最大值减小,受影响范围增大。破洞会对主隧道产生显著影响,主隧道接头处呈现竖椭圆形,当距离洞门大于4倍主隧道直径时,主隧道受影响较小,内力最大值主要集中在洞门和钢管片和钢筋混凝土管片连接处。相较于中大直径顶管隧道,小直径顶管隧道顶推力对结构影响较小。 展开更多
关键词 顶管隧道 小直径 周边环境 现场实测 数值模拟 影响规律
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基于改进Jaya算法的规模化自压管网优化设计
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作者 陈新明 陈嘉诚 杨阳 《排灌机械工程学报》 北大核心 2025年第7期732-739,共8页
为了解决遗传算法(GA)在解决规模化自压管网管径优化中所面临的参数较多导致算法实现困难,以及收敛条件不确定等问题,引入Jaya算法解决管径优化组合问题,并改进了原始算法,使改进后的Jaya算法适用于整数编码的变量优化.在以管网造价为... 为了解决遗传算法(GA)在解决规模化自压管网管径优化中所面临的参数较多导致算法实现困难,以及收敛条件不确定等问题,引入Jaya算法解决管径优化组合问题,并改进了原始算法,使改进后的Jaya算法适用于整数编码的变量优化.在以管网造价为目标函数、标准管径为决策变量,满足自压灌溉水量、水压、流速等约束条件的树状灌溉管网优化数学模型的基础上,使用改进的Jaya算法优化管径;用模拟退火罚函数法处理约束条件,将模拟退火的良好局部寻优能力和Jaya算法的全局搜索能力有机地结合在一起,使管网投资更小、可靠性更高.实例表明:优化结果与经济流速法和遗传算法的计算结果相比较,管网投资分别减少了34.8%和10.3%,管段水头利用率由19.51%提高到了73.07%,路径水头利用率从21.22%提高到了66.91%. 展开更多
关键词 规模化自压管网 管径优化 模拟退火 Jaya算法 组合优化问题
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基于大直径长距离管道铺设的推管机关键技术研究及应用
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作者 韦海瑞 贾明浩 +6 位作者 刘阔 申茂 贾炜 朱芝同 邵玉涛 刘广 董巍 《钻探工程》 2025年第S1期232-237,共6页
针对大直径长距离管道铺设中水平定向钻机回拖力不足的技术难题,研制了PT-500型推管机。该研究基于工程实际需求,提出了推管机的整体设计方案,包括主体结构设计、电气控制系统及液压动力系统,并重点突破了夹紧卡瓦设计、硫化橡胶参数测... 针对大直径长距离管道铺设中水平定向钻机回拖力不足的技术难题,研制了PT-500型推管机。该研究基于工程实际需求,提出了推管机的整体设计方案,包括主体结构设计、电气控制系统及液压动力系统,并重点突破了夹紧卡瓦设计、硫化橡胶参数测定、抱管头强度校核等关键技术。PT-500型推管机在粤东天然气管网和长北输气工程中成功应用,辅助水平定向钻机在复杂地层(流沙-岩石交接层、纯砂层)完成管道回拖,解决了传统方法中回拖力不足、易塌孔的问题。实践表明,该设备具有性能可靠、操作便捷、适应性强的特点,为大直径长距离管道铺设提供了创新性解决方案,显著提升了管道铺设效率,降低了施工风险,推动了水平定向穿越技术的发展。 展开更多
关键词 推管机 水平定向钻进 大直径 长距离 夹紧卡瓦 管道铺设
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考虑土塞效应的大直径钢管桩竖向承载力计算方法
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作者 陈志波 陈峰 +4 位作者 翁洋 曹光伟 曾旭明 潘生贵 杨辉 《岩土力学》 北大核心 2025年第7期2224-2236,共13页
大直径钢管桩的竖向承载力计算是桩基设计的关键环节。现有桩基竖向承载力计算方法大多基于封闭桩或小直径管桩的试验结果,在大直径钢管桩的应用上存在一定局限性。在现有基于静力触探试验的桩基承载力计算方法之上,综合考虑泊松效应、... 大直径钢管桩的竖向承载力计算是桩基设计的关键环节。现有桩基竖向承载力计算方法大多基于封闭桩或小直径管桩的试验结果,在大直径钢管桩的应用上存在一定局限性。在现有基于静力触探试验的桩基承载力计算方法之上,综合考虑泊松效应、土塞效应以及侧阻退化,推导出了桩侧摩阻力的表达式。同时,将桩端阻力分解成桩端管壁阻力和土塞阻力,建立了锥尖阻力与桩端管壁阻力和土塞阻力的比例关系。采用修正方法对实际近海工程中的大直径钢管桩进行了竖向承载力计算,并与现有6种常用计算方法进行了对比。结果表明:所提出的修正方法能够较为准确地预测大直径钢管桩的竖向承载力,尤其在桩侧摩阻力的预测精度上具有显著优势。此外,通过桩径、桩长、土塞率以及锥尖阻力等关键参数的敏感性分析表明,无黏性土与黏性土中大直径管桩的竖向承载力计算均需要考虑土塞效应的影响。研究成果可为大直径钢管桩的竖向承载力计算提供理论指导。 展开更多
关键词 大直径钢管桩 静力触探试验(CPT) 竖向承载力计算方法 土塞效应
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分布式输配供热系统管道设计的优化研究
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作者 李鑫 樊宇星 +2 位作者 李亚亚 张献喻 樊越胜 《区域供热》 2025年第2期100-106,共7页
在传统集中供热系统能耗中,水泵的输配能耗占比为30%左右,为降低供热系统的输配能耗,分布式输配系统得到越来越多的应用。分布式输配系统和集中式输配系统在组成、运行能耗方面存在差异,导致经济效益有所差别,但目前分布式输配供热系统... 在传统集中供热系统能耗中,水泵的输配能耗占比为30%左右,为降低供热系统的输配能耗,分布式输配系统得到越来越多的应用。分布式输配系统和集中式输配系统在组成、运行能耗方面存在差异,导致经济效益有所差别,但目前分布式输配供热系统管径设计仍采用集中式输配供热的经济比摩阻范围,其经济性适配问题未经论证。通过MATLAB编程,并结合现有工程实例,以经济性最优为目标,对分布式输配供热系统管径进行优化。结果表明:分布式输配供热系统采用原比摩阻设计的管径存在优化空间,优化后全管网费用年值可降低15.3%。 展开更多
关键词 分布式输配系统 供热 管径优化 经济性 二次管网
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沉积岩复杂环境下大管径污水管设计与施工技术研究
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作者 余馨 刘小刚 陈恺 《现代工程科技》 2025年第16期1-4,共4页
以广州白云(棠溪)站综合交通枢纽污水管网工程为例,研究大管径污水管道设计与施工关键技术。针对设计阶段和施工阶段中的管径调整、溶洞预处理、顶管井选择、不停产接驳及顶管顶进障碍等问题,提出了创新性的解决方案。工程实践证明,该... 以广州白云(棠溪)站综合交通枢纽污水管网工程为例,研究大管径污水管道设计与施工关键技术。针对设计阶段和施工阶段中的管径调整、溶洞预处理、顶管井选择、不停产接驳及顶管顶进障碍等问题,提出了创新性的解决方案。工程实践证明,该技术体系可有效解决沉积岩地区大管径污水管道的设计和施工技术瓶颈,为类似工程提供参考。 展开更多
关键词 大管径污水管道 管径调整 顶管施工
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砂砾地层大直径圆形顶管下穿既有高速公路变形扰动分析
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作者 李季 李肖 +3 位作者 张韬 张路凯 蒋望涛 毛兆珂 《水利与建筑工程学报》 2025年第4期76-83,201,共9页
为探讨大直径圆形顶管下穿既有高速公路对地表沉降造成的影响,以研和水厂分干线4#工作井-4#接收井顶管区间为依托,建立顶管顶进施工三维数值计算模型,并分析顶管下穿既有昆磨高速公路变形扰动变化规律。研究结果表明:顶管掘进过程中,地... 为探讨大直径圆形顶管下穿既有高速公路对地表沉降造成的影响,以研和水厂分干线4#工作井-4#接收井顶管区间为依托,建立顶管顶进施工三维数值计算模型,并分析顶管下穿既有昆磨高速公路变形扰动变化规律。研究结果表明:顶管掘进过程中,地表横向长度方向上以“先缓后快再缓”的变化趋势达到最大沉降值1.467 mm,影响范围为4.333倍顶管直径;地表沉降理论预测值与数值计算结果吻合较好,拟合系数均超过0.99;降低顶管厚度对地表沉降的影响大于增大顶管厚度的影响,当直径从0.5D 0(D 0=3 m)增大至1.4 D 0时,地表沉降下降62.19%,影响范围下降至0.14倍;增大顶管直径和顶管弹性模量能有效控制地表沉降,当弹性模量由0.6E 0(E 0=30 MPa)增大至1.4 E 0时,地表沉降下降60.41%,影响范围下降57.89%。 展开更多
关键词 大直径圆形顶管 变形扰动 地表沉降 数值模型
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渗流条件下超大直径双圆顶管近接施工对开挖面稳定性的影响
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作者 梁斌 黄文杰 +1 位作者 康兰方 李文杰 《兰州工业学院学报》 2025年第4期1-7,共7页
为研究渗流条件下先行顶管施工对后行顶管开挖面稳定性的影响,结合深圳市铁岗-石岩水库水质保障工程2#顶管项目,采用有限元软件Midas-GTS/NX分析先行顶管对后行顶管的开挖面极限支护压力、失稳破坏模式、孔隙水压力的影响,并探究不同顶... 为研究渗流条件下先行顶管施工对后行顶管开挖面稳定性的影响,结合深圳市铁岗-石岩水库水质保障工程2#顶管项目,采用有限元软件Midas-GTS/NX分析先行顶管对后行顶管的开挖面极限支护压力、失稳破坏模式、孔隙水压力的影响,并探究不同顶管净间距对开挖面稳定性的影响。结果表明:在双重施工扰动及渗流作用的影响下会使得后行顶管开挖面的稳定性大幅降低,其中后行顶管的开挖面极限支护压力比相较于先行顶管增大了0.1;失稳破坏时的最大变形值增大了59.2 mm,增幅为17.0%;开挖面前方孔隙水压力减小量增大了4.4 kPa。不同顶管净间距下,后行顶管的开挖面破坏模式存在显著区别,随着顶管净间距的增大,先行顶管对后行顶管开挖面稳定性的影响程度逐渐减弱。当顶管净间距由0.25 D增大至2.5 D时,后行顶管的开挖面极限支护压力比减小为0.4;开挖面上方地表最大沉降值由124.5 mm减小为37.2 mm,减幅为107.9%;孔隙水压力降低范围由15 m减小为9 m。当顶管净间距≥2.5 D时,可以忽略先行顶管对后行顶管开挖面稳定性的影响。研究结果可为超大直径双圆顶管施工提供一定的参考。 展开更多
关键词 渗流 超大直径双圆顶管 开挖面稳定性 极限支护压力 失稳破坏模式 孔隙水压力
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