影响公路压实因素的一些体会

压实使路基及路面各结构层的材料具有足够的密实度,可以充分发挥路基土和路面材料的强度,可以减少路基、路面在行车荷载下产生的形变,可以增加路基土和路面材料的不透水性和强度稳定性。本文针对对公路施工的压实要求,从影响路基路面的压实因素来分析,在施工过程中如何保证路基路面的密实度是我们值得关注的问题。     

超高超大悬挑梁模板支架结构体系安全性分析

以合肥渡江战役纪念馆超高超大悬挑梁施工为工程背景,采用结构力学与有限单元法,对该工程采用扣件式钢管模板支架结构体系的安全性进行分析,并得到工程监测验证,为今后在类似工程中推广应用提供了理论依据和工程实例.     

超高悬挑结构支撑架体顶部立杆受力状态分析

以渡江战役纪念馆为工程背景,将高支撑体系离散化,分别对施工中型钢混凝土梁、架体进行位移计算.根据相对位移量判定结构与架体的相对运动趋势,确定了结构与架体共同作用下支撑立杆顶部的复杂应力状态,揭示了与悬挑结构接触立杆顶部存在拉应力的力学机理,并得到了现场实测验证,为今后类似工程设计与施工提供了理论参考依据.     

Energy analysis of stability of twin shallow tunnels based on nonlinear failure criterion

Based on nonlinear Mohr-Coulomb failure criterion, the analytical solutions of stability number and supporting force on twin shallow tunnels were derived using upper bound theorem of limit analysis. The optimized solutions were obtained by the technique of sequential quadratic programming. When nonlinear coefficient equals 1 and internal friction angle equals 0, the nonlinear Mohr-Coulomb failure criterion degenerates into linear failure criterion. The calculated results of stability number in this work were compared with previous results, and the agreement verifies the effectiveness of the present method. Under the condition of nonlinear Mohr-Coulomb failure criterion, the results show that the supporting force on twin shallow tunnels obviously increases when the nonlinear coefficient, burial depth, ground load or pore water pressure coefficients increase. When the clear distance is 0.5to 1.0 times the diameter of tunnel, the supporting force of twin shallow tunnels reaches its maximum value, which means that the tunnels are the easiest to collapse. While the clear distance increases to 3.5 times the diameter of tunnel, the calculation for twin shallow tunnels can be carried out by the method for independent single shallow tunnel. Therefore, 3.5 times the diameter of tunnel serves as a critical value to determine whether twin shallow tunnels influence each other. In designing twin shallow tunnels,appropriate clear distance value must be selected according to its change rules and actual topographic conditions, meanwhile, the influences of nonlinear failure criterion of soil materials and pore water must be completely considered. During the excavation process, supporting system should be intensified at the positions of larger burial depth or ground load to avoid collapses.     

5059铝镁合金TIG焊接接头组织性能研究

通过开展5059铝镁合金4 mm自动TIG焊对比试验,当热输入为13.8 kJ/cm时,焊缝组织为尺寸较大的等轴晶组织,晶内呈树支状生长,平均晶粒度约为2.56级,焊缝区域能谱（EDS）发现第二相含有7.78%Mg、9.20%Mn,接头的抗拉强度低于330 MPa。当降低热输入为12.5 kJ/cm时,通过调整焊接压力架工装的工作状态,保证焊接试板有效压紧,提高焊缝冷却速度,焊缝组织为尺寸较小的等轴晶组织,呈条状规则排列,平均晶粒度约为4.91级,焊缝区域能谱（EDS）发现第二相含有11.10%Mg、8.86%Mn,接头中形成含有Mg、Mn的金属化合物强化相,弥散地分布在铝基体中,且Mg、Mn元素含量较高,焊缝区显微硬度可达到基材显微硬度的90%以上,接头的抗拉强度满足规定值（大于330 MPa）。