多层连接双排桩基坑支护FLAC-3D数值模拟及分析

为了研究多层连接双排桩支护结构桩间距对支护性能的影响,运用FLAC3D建立了深基坑多层水平连接双排桩支护的计算模型,进行分层开挖三维动态模拟计算,同时讨论了排距、桩长等参数对桩顶位移的影响。通过多工况数值分析求得:当桩长约为开挖深度的1.8~2.0倍时,排距与基坑开挖深度之比为0.43~0.50,基坑支护效果较好。为探究多层水平连接双排桩支护结构提供有益指导。     

钢渣和矿渣复合掺合料对混凝土力学性能的研究与分析

通过混凝土力学性能试验,研究了钢渣和矿渣以不同的比例代替水泥掺入混凝土中以及将钢渣和矿渣按照不同的比例配置复合掺合料掺入混凝土中对混凝土抗压强度的影响。研究结果表明:钢渣矿渣都能在合理掺量范围内提高混凝土的抗压强度,且复合掺合料中钢渣矿渣的不同比例对混凝土的影响程度较为接近。     

不同胶凝体、骨料对透水混凝土的透水系数和抗压强度的影响

从透水混凝土的组成成分和配合比设计研究了透水混凝土的透水性能和抗压强度,以水灰比、胶凝材料、骨料作为变量,研究了透水混凝土的性能与胶凝体、骨料和水灰比的关系,结果表明:当胶凝材料是水泥时,混凝土的整体性能与水灰比成负相关;当其他材料相同时,与树脂作为胶凝材料相比,水泥作为胶凝材料时,透水性能较差,但力学性能较好。     

Effect of element Re on the grain boundary cohesion of α-Fe

The effect of Re segregation on the α-Fe ∑5 [001] （010） grain boundary （GB） is investigated by using a software called DMol and discrete variational method （DVM）. Based on the Rice Wang model, the calculated segregation energy and defect formation energy show that Re is a strong cohesive enhancer. We also calculated the interatomic energy （IE） and bond order （BO） of several atomic pairs to investigate the mechanism of the cohesive effect of Re microscopically and locally. The results show that IEs of atomic pairs formed by those atoms which cross the plane of GB are strengthened due to the segregation of Re, while the BOs of the corresponding pairs are slightly decreased. This discrepancy demonstrates that IE which contains the Hamiltoniaa of interaction between atoms is a good quantity to describe the bonding strength. The analysis suggests that the electronic effect between atomic pair which comes directly from Hamiltonian is the key factor, The charge density is also presented, and the result indicates that the bonding strength between the Fe atoms on the GB is enhanced due to the segregation of Re, which is consistent with the analysis of IE.     

抗震结构设计教学研究

针对抗震结构设计课程理论综合性和实践性强的特点,列举出目前教学中存在的缺点,提出适用实用型人才的培养方式,理论结合工程实践,规范结合最新成果示例,系统地阐述理论—实践—设计三合一系统性方法,促进学生学习积极性和理解能力提升,培养创新性实用型人才。