方钢管混凝土柱-组合梁框架抗连续倒塌性能试验研究

为了研究组合梁对方钢管混凝土柱-组合梁框架抗连续倒塌性能的影响,设计了带有混凝土现浇楼板方钢管混凝土柱-组合梁框架(CFSTCBF)及不带楼板的方钢管混凝土柱-钢梁框架(CFSTSBF),采用拆除构件法对两个试件的抗连续倒塌性能进行竖向加载试验研究,对其在中柱失效工况下的破坏模式、受力机理以及主要的抗力机制进行分析,同时对现浇混凝土楼板和节点在连续倒塌过程中的性能进行探讨。研究表明：两个试件的破坏均是由正弯矩区钢梁破坏引起,结构的倒塌阶段可分为弹塑性阶段、塑性阶段、过渡阶段和悬链线阶段,压拱机制和悬链线机制均能改善结构的抗倒塌性能;混凝土楼板可以有效增强结构的承载能力,提高结构的初始转动刚度,但在改善结构变形能力方面的作用较弱。     

Centrifuge modeling of hybrid foundation to mitigate liquefaction-induced effects on shallow foundation resting on liquefiable ground

A hybrid foundation is developed in this study to mitigate the liquefaction-induced effects on shallow foundations. The proposed hybrid foundation is a combination of a gravel drainage system and friction steel piles with spiral blades, framed under the footing. The motivation behind having a gravel drainage system, as an integral part of the hybrid foundation, is its ability to improve the liquefaction resistance of the ground in the most economical way. However, case histories and the development of recent research have highlighted that gravel drainage systems have exhibited poor performances and could not prevent ground liquefaction during strong ground motion. To counteract these shortcomings, friction steel piles are provided which are supposed to yield frictional resistance during earthquakes and are presumed to minimize the rocking/tilting behavior of the foundation-structure system even if the ground undergoes liquefaction. The evolution of excess pore water pressure, specifically in the vicinity of the foundation-structure system, dominatingly influences the settlement mechanism of shallow foundations. Centrifuge test results show that the presence of gravel drainage can minimize the post-liquefaction settlement of shallow foundations through the rapid dissipation of excess pore water pressure. Moreover, friction piles are able to minimize the tilting/differential settlement of shallow foundations. It is found that the proposed hybrid foundation provides the desired function of reducing the overall liquefaction-induced effects on shallow foundations resting on liquefiable grounds.     

低应变瞬态荷载作用下基桩动力响应解析解

目前广泛采用的基桩低应变检测问题的理论基础是基于平截面假定的一维应力波理论。而实际上,锤击产生的应力波是三维应力波,不仅沿桩身纵向传播,还沿径向传播,对于基桩低应变检测问题平截面假定实际上是不成立的。此时,一维纵波传播问题转换为应力波沿三维柱体传播问题。文章从基桩三维理论出发,忽略桩土径向位移,考虑桩体中应力波沿纵向和径向传播与桩土的相互作用,建立三维条件下桩土系统瞬态振动计算模型,推导得到低应变瞬态荷载作用下基桩三维动力响应的解析解,以期为基桩低应变检测提供新的理论指导。     

水泥土搅拌桩的加固机理及其应用

水泥土桩加固软土地基，一般形成半刚性桩复合地基。从水泥土桩复合地基的构成，对水泥土桩桩身、垫层及桩间土的受力特性及相互作用机理进行了分析和探讨，同时对水泥土搅拌桩复合地基的设计理论进行了阐述，对施工方案及施工注意事项提出相关建议。     

钻孔变截面灌注桩施工技术研究与应用

在软土地基中提高钻孔灌注桩承载力的根本途径是施工变截面桩。在总结施工凹凸桩工法的基础上，建议在软土地基普遍推广应用变截面桩。     

广州华南快速路桥基钻(冲)孔灌注桩施工技术

广州华南快速路工程有若干座桥梁，采用钻(冲)孔灌注桩基础，共112根，桩径Ф1．0、1．5及1．8m三种，桩长44～51m，由于地质条件变化大，部分地层中有断层夹泥与溶洞等不良地质，主桥桩基位于深约8m的水中，具有一定的施工难度。对其施工方法与技术措施作了介绍。     

桩底岩溶的地质雷达探测

为探测人工挖孔嵌岩灌注桩桩底以下一定深度内发育溶洞等不良地质现象 ,采用高频地质雷达技术 ,在桩底布设环行探测剖面 ,并对雷达数据进行时间域及空间域滤波、背景干扰波去除等处理 ,可解释推断地下地质结构。经 10余个建筑场地 ,数百个桩孔的探测及开挖、钻探、静载荷试验对比验证 ,证明这是一种行之有效的探测方法     

竖向荷载下挤扩支盘桩试验成果分析

通过6根挤扩支盘桩的静载试验和桩身应力及桩端反力测试试验成果，分析挤扩支盘桩在竖向荷载下的变形受力特征，给出了对工程实践有指导意义的结论。     

现浇楼板板角斜裂缝分析

结合某工程实例,从理论上对现浇楼板板角斜向切角裂缝产生的原因进行了分析探讨,提出了裂缝的控制措施和加固方法。     

基桩低应变测试数值实验研究

根据动力学基本原理,利用ANSYS有限元程序模拟低应变测试基桩几种典型缺陷的位移时域曲线和速度时域曲线,并据此判断基桩质量取得了良好的效果。