“联合支护法”在超深基坑施工中的应用

通过"放坡+排桩+钢支撑+预应力锚索"联合支护,保证了超深基坑施工安全,减少了对周边构筑物的破坏,达到快捷、经济实用的效果。     

双排桩解析计算方法在某工程中的应用

论文通过具体工程实例,介绍了双排桩解析计算方法在工程中的应用,具体分析了不同排距、桩距对桩体稳定性的影响,得出了一些对类似工程有一定参考意义的结论,供同类工程借鉴。     

包头某越冬基坑桩锚支护结构受力变形监测分析

近几年基坑支护深度H不断增加,施工周期也不断变长,在北方一些寒冷地区,一些基坑工程不得不进入越冬期.由于基坑渗水和地下水的影响,基坑土体的冬季冻胀和春季融陷容易对支护结构产生一些不良作用.针对包头某越冬基坑进行了监测,总结了桩锚支护结构在越冬时锚杆轴力变化和基坑位移变化,并提出了一些防治冻胀的措施,为类似工程提供参考.     

输气钢管内壁椭圆形坑失效原因分析

为分析某输气用X52QS钢级无缝钢管内壁椭圆形凹坑失效原因,通过力学性能测试、金相检测、化学成分分析、扫描电镜（SEM）、物相（XRD）分析等手段,对该凹坑产生原因进行综合分析。结果发现,凹坑区的C、Cr、Mo、Ti、B等元素含量高于正常区,且偏聚在凹坑区;C、B元素含量超标,化学成分不均导致凹坑区金相组织不均匀,使凹坑区发生微观原电池反应,凹坑区成为阳极被腐蚀而减薄;此外,凹坑内表面的CaCO3和SiO2含量较高,造成凹坑区垢下腐蚀;凹坑区表面膜疏松造成浓差电池,在介质冲刷等共同作用下会加速腐蚀,凹坑区壁厚持续减薄,最终形成更大的椭圆形凹坑。最后对样管最薄凹坑剩余厚度进行计算,发现已无法满足设计压力要求,建议换钢管或者降低设计压力后二次利用。     

硅藻土涂层气孔率对大口径球铁管外表面凹陷缺陷的影响

本文主要从涂层结构 ,即涂层气孔的种类、数量论述其对大口径球铁管外表面凹陷缺陷的影响。从涂料雾化液滴大小、金属型温度、喷嘴距金属型内表面距离、喷嘴移动速度、涂料中膨润土含量、金属型转速等工艺参数来控制涂层气孔率 ,保证涂层透气性 ,从而消除凹陷缺陷     

Low-Cost,High-Speed Domain Refinement without Damage to Insulative Coatings

Rolling large- diameter hardened steel balls over the surface of high- permeability grain- oriented electri-cal steel allows lines of plastic deformation to be laid down. Choice of proper Young’s modulus and ball diameter enables artificial grain boundaries to be created, producing appropriate domain refinement and loss reduction.     

Dynamic effects during sinter forging of axi-symmetric hollow disc preforms

The present paper reports an investigation on the dynamic effects during sinter forging of axi-symmetric hollow disc preforms at room temperature. The preforms have been prepared by compacting the copper metal powder within the closed-cavity circular compaction dies and experiments have been conducted on computer-controlled hydraulic press to investigate the effect of die velocity, i.e. dynamic effects on various deformation characteristics, e.g. flow of material, densification during dry and lubricated interfacial friction conditions, bulging and strains at preform-free surfaces and die loads. The theoretical analysis for die pressure distribution, average die load and bulged profile by ‘upper bound’ approach has been presented. The identification of critical sinter-forging characteristics and their interrelationships are the cornerstones of present study. The effect of die velocity along with other deformation characteristics on die load and inertia energy dissipation has been investigated critically using ‘design of experiment’ technique and the important interactions have been displayed graphically using ‘response surface methodology’ technique. The study on dynamic effects revealed that die velocity is the most critical factor during sinter-forging operations, especially at higher die speeds and hence, inertia energy must be considered during its analysis. The experimental and theoretical results have been found in close agreement with each other and it is expected that the work will be highly useful for the assessment of various deformation characteristics during processing of sintered materials.     

INTERGRANULAR AND EXFOLIATION CORROSION BEHAVIOUR OF 8090Al-Li ALLOY

The A1-2.79Li-1.3Cu-0.7Mg-0.12Zr(8090) alloy has excellent resistance to intergranularand exfoliation corrosion as naturally aged, worst as peak aged and rather better asunderaged than as overaged. The corrosion behaviour of the alloy is closely dependent on itsmicrostructure. Under the peak aging condition, the coarse T_2 phase, which is continuouslydistributed along grain boundaries, has so low corrosion potential in comparison with the ma-trix, this makes the corrosion resistance of the alloy to be deteriorated by anodic dissolutionalong grain boundaries.     

谈谈水泥土挡墙的合理计算

阐述了水泥土挡墙在工程基坑支护中的作用,并结合工程实例,对水泥土挡墙的合理计算模型进行了探讨。     

基于振弦式传感器的深基坑监测系统设计

通过对振弦式传感器的理论研究和分析,结合物联网技术,设计了一种深基坑施工安全智能化监测系统.叙述了振弦式传感器的工作原理,并对深基坑监测系统硬件、软件、通信网络部分进行设计.通过在“智慧安监”项目的实际应用表明:该系统可以对深基坑安全状况进行实时监测评估,在桥梁、涵洞、水利、水电、矿山、地铁等领域具有广阔的应用前景.