杂填土边坡稳定性分析及其抗滑桩优化设计

以某建筑场地边坡的实际地质条件为基础,建立了边坡稳定性的FLAC 3D数值模拟模型,分别分析了有无支护3种工况下的边坡稳定性,研究了边坡安全稳定系数随抗滑桩加固位置、长度和桩间距的变化规律,给出了合理的抗滑桩设计方法。结果表明:(1)边坡的最大水平位移和竖向位移出现在素填土层的坡顶和坡中位置,无支护条件下难以满足安全储备要求;(2)合理的抗滑桩加固位置可以将边坡安全稳定系数提高到满足安全储备要求,抗滑桩的最佳加固位置为边坡中部距底坡水平距离为34m处;(3)边坡的安全稳定系数随抗滑桩长度的增大和桩间距的减小而增大,抗滑桩的最佳长度和间距分别为20m和8m。     

Ein Modell zur Berechnung des Verformungsverhaltens von horizontal hochzyklisch beanspruchten Pfählen

A model for the behavior of horizontally high‐cycle loaded piles For the prediction of the deformation for long or intermediate long piles under lateral high cycle load, embedded in non‐cohesive soil, a simplified engineering model for drained conditions is developed based on the high cycle accumulation (HCA) model of Niemunis , Wichtmann and Triantafyllidis [1]. The monotonic soil deformation under static load is approximated by elastic springs, placed around the pile, whereas the accumulation of soil deformations under cyclic loading is modelled by viscous dashpots (cyclic creep) according to the HCA model. In most instances this contemplation is physically validated by element tests. In conjunction with the pile the spring‐dashpot elements represent an elastically embedded beam system. Two versions of the model with a two‐sided arrangement of springs and dashpots on the Lee‐ and Luv‐side and a one‐sided arrangement only on the Lee‐side will be presented. The pile displacement prediction of the model is compared with the results obtained by existing engineering models already known in the literature and the solution of a 3‐D‐finite element simulation with the HCA model.     

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。     

预应力新技术在翠林大桥中的应用

翠林大桥为福建省厦漳高速公路上的重要桥梁，同时跨越翠林河和漳龙公路。桥型为五孔连续预应力混凝土箱梁桥，桥梁全长为２３５．４０ｍ，桥面全宽为２６．０ｍ，按汽车－超２０级、挂车－１２０荷载标准设计。本文着重介绍翠林大桥设计中国内首次应用的全断面同步张拉施工法、新型ＣＤＭ大吨位镦头锚体系，以及大直径（φ２２００ｍｍ）预应力混凝土空心管桩基础等新技术。     

应用预应力锚杆抗滑桩治理滑坡的施工技术

介绍采用预应力锚杆桩治理重庆市万州区关塘口滑坡的施工方法、工艺及质量安全控制措施。     

双排桩结构在失稳基坑中的补强作用

根据软土地基深基坑工程由于墙后土压力太大 ,设计不当 ,造成单排桩挡土结构失稳破坏的原因 ,采用双排桩结构进行补强加固措施 ,同时分析和比较了这种结构的不同荷载分担模式和力学性状 ,提出补强设计的建议     

砾卵石层中桩底灌浆钻孔灌注桩承载性质研究*

  从泥浆护壁钻孔灌注桩施工及承载过程中存在的问题出发。依据现场试验结果，探讨了桩底持力层为砾卵石层时桩底灌浆钻孔灌注桩的承载特性。指出桩底持力层为砾卵石层中长径比为54.1～57.1的中长桩时，桩底灌浆钻孔灌注桩的桩侧阻较常规桩提高2倍，桩的沉降量大幅度减小，桩端阻存在滞后反应。此外桩底灌浆钻孔灌注桩在承载过程中主要以弹性变形为主，残余变形很小。所得结论来源于现场试验结果，对工程实践能够起到指导的作用。     

管桩断桩事故的分析及处理方法

以管桩施工例子分析断桩事故原因,通过采用桩底高压注浆补强方法,使断桩桩位的承载力同样满足设计要求。     

浅谈钻孔灌注桩施工

总结了在混凝土灌注桩的现场管理与施工中的经验及教训 ,提出了在施工各个程序时应注意的问题 ,以确保施工的质量与进度 ,提高施工单位的经济效益与社会效益