Solving Method for Soil Spring Stiffness of Shallow Shield Tunneling

Based on complex variable theory in plane elasticity, the equivalent spring stiffness is derived from the analytical solution by means of simplifying shallow shield tunneling to semi-infinite plane with hole, which is applied to response displacement method. The performances of the analytical solution are evaluated and compared with that of the deep shield tunneling through a series of selected various tunnel depths and soil Poisson's ratios. The relation of compression and shear spring stiffness is discussed. Meanwhile, two factors affected soil spring stiffness, tunnel depth and soil Poisson's ratio, are also analyzed. It is shown that soil spring stiffness of shallow shield tunneling is different from that of deep shield tunneling, and the ratio of compression and shear spring stiffness varies along shallow shield tunneling. It is also found that the value and distribution law of soil spring stiffness of shallow shield tunneling greatly depend on tunnel depth and soil Poisson's ratio.     

元谋雨季中期加勒比松林林分水文气象研究

对雨季中期干热河谷加勒比松林林中与林边平均地温、空气相对湿度、树干流量、降雨量、蒸发量等水文气象指标进行了研究.得出了由于树林屏蔽作用的存在,各项水文气象指标分别在林边、林中的影响因子和时空动态变化特点以及其分异规律.     

开口双圆弧罩盖减少雾滴飘失效果的CFD模拟

利用Fluent软件模拟分析开口双圆弧罩盖喷雾的雾滴飘失，并与常规无罩盖喷雾进行比较。在模拟的6种风速(1．4m／s、2m／s、3m／s、4m／s、5m／s和6m／s)下，开口罩盖减少雾滴飘失的效果分别为：15．56％、22．90％、24．39％、21．71％、25．66％和24．14％。     

盾构机推力过大原因分析与应对措施

泥水加压平衡盾构机作为一种管道施工机械设备,除本身的液压、电气系统故障外,其余影响盾构推进速度的问题在参数特征上均表现为推力过大.以北江盾构穿越工程使用的M1051盾构机为例,分析了引起盾构机推力过大的人为掉物卡拖车、推进模式选择错误、粘土层糊刀、卵石层隔离刀盘、沙层固结盾尾、盾构机V形姿态的管理和工况因素,并从管理和技术两个方面提出解决措施,可为相同或相似的油气管道盾构施工提供借鉴.(图2,参5)     

旋挖式钻孔灌注桩施工工艺及要点

通过对旋挖式钻机的优点及施工要点、钢筋加工制作等过程的论述,阐明了桥梁基础钻孔灌注桩施工工艺。     

Numerical simulation analysis on small clear spacing crossing viaduct pile foundation of shielded subway tunnels

Aimed at the problem of the in partial section of the Nanjing Metro Line 3, the three-dimensional pattern of tunnel, segment and pile foundation was established after appropriate simplification. The simulation results showed that, the Overpass pile foundation of Shield Tunneling to Adjacent Metro Shield Tunnel will have effect on the force and deformation of the earth's surface and pile foundation, the maximum deformation value of the earth's surface is larger than that of the pile foundation top, stress concentration appeared in right working slope lower side segment of tunnel. Through the comparison with field monitoring results, the field dates is consistent with the Numerical Simulation Results, the execution parameters are advised to be well controlled in the further construction, in the same time strengthing the track monitoring, tracking grouting reinforcement should be carried when necessary. The research results could provide reference for the smooth going of the project.     

大机组继电保护用电流互感器的特殊问题及其应用

本文介绍了大电流CT的特点、磁屏蔽措施以及稳态和暂态特性概况,讨论了用于差动保护的CT选型原则.     

基于数值模拟的微型溴化锂屏蔽泵的性能分析

针对现有单级溴化锂屏蔽泵存在效率低、能耗高的缺点,研究开发了两级叶轮微型溴化锂屏蔽泵。设计两级微型溴化锂屏蔽泵机泵一体结构以及两级屏蔽泵的水力部件,包括叶轮设计、径向导叶和螺旋形涡室组合设计等。利用CFD软件FLUENT,对两级屏蔽泵进行流场模拟,得到了内部流场的分布情况。由此分别以溴化锂和清水为介质进行了性能预测,与设计值进行比对,结果符合设计要求。经样机试验验证,在相同流量下,两级微型溴化锂屏蔽泵比现有单级微型溴化锂屏蔽泵扬程高约1 m,机组效率高约1.6%。设计的两级屏蔽泵的扬程和机组效率模拟值与试验值比较接近,初步验证了模拟可信,设计方法可行。     

穿黄隧洞盾构施工进度仿真研究

盾构法是穿黄工程中的核心技术,对盾构机进行施工仿真研究在国内外尚不多见。由于受地质条件、掘进参数等一系列因素的影响,在盾构机参数的选择上存在很多的不确定因素。针对南水北调穿黄隧洞黄河段的地质条件及泥水盾构机的施工特性,利用计算机系统模拟技术,提出用工程类比和正态分布随机数相结合的方法对盾构机掘进速度进行模拟,并计算工期、统计资源强度等。仿真结果与设计施工进度基本吻合,仿真效果较好,表明该仿真研究可为隧洞施工组织设计提供科学有力的分析工具,可作为现场参数调整的依据,对保障穿黄隧洞黄河段施工工作的顺利进行,提高穿黄工程的科学化管理水平都有一定的实用价值。