关于高层建筑以卵石层为持力层的基础选型、沉降控制、下卧层处理等问题的探讨

本文结合福州绕城高速9#地(登云佳园)工程,针对高层建筑基底位于含有软弱下卧层的卵石层的基础选型,提出采用片筏基础设计的若干问题,并对不均匀沉降,抗浮设计,地基土加固等问题进行探讨处理。     

CFG桩（法）＋筏板基础在高层建筑基础中的应用案例分析

本文通过CFG桩复合地基＋筏板基础在高层建筑基础中的应用案例分析,验证了CFG桩＋筏板基础具有桩基无法赋有的优点,不仅提高了地基承载力,而且减小了总沉降量。     

Centrifuge model tests on piled raft foundation in sand subjected to lateral and moment loads

Piled raft foundation has been widely recognized as a rational and economical foundation system with the combined effects of raft and piles. However, the behavior of laterally loaded piled raft foundation has not been well understood due to the complicated interaction of raft–ground–piles. A series of static horizontal loading tests were carried out on three types of foundation models, i.e., piled raft, pile group and raft alone models, on sand using a geotechnical centrifuge. In this paper, the influences of relatively large moment load and rotation on the overall performance of laterally loaded piled raft foundation were examined. From the centrifuge model tests, it is found that the vertical displacement due to horizontal loads is different between piled raft and pile group foundation, and this vertical displacement has significant influences on the performance of laterally loaded piled raft foundation. The horizontal resistance of the pile part in the piled raft foundation is higher than those observed in the pile group foundation due to raft base contact pressure. The vertical displacement of the foundation due to the horizontal loads affects the vertical resistances of piles, which results in the different mobilization of moment resistances between the piled raft and pile group foundations.     

回归本体的建造 武夷山竹筏育制场设计

文章介绍了武夷山竹筏育制场项目的背景、地域特征、设计思想和建造过程,主要分析了在设计过程中对建筑的结构、采光、通风、尺度、材料、建造等问题的具体考虑,提出工业建筑可以回归到对建筑本体问题更单纯的探讨,作为对当代建筑过多地被文学或哲学话语所裹挟的现象的一种反思。     

上部结构-筏板-地基相互作用的有限元分析

重点研究了空间框架-筏板-地基共同作用时上部框架及筏板基础的受力和变形性能,选用合适的三维空间计算模型,应用有限元仿真软件ANSYS程序对所建立的模型进行分析。设置不同刚度的三种地基模型,探讨其变化对上部框架及筏板基础的影响。计算结果表明：不同刚度的地基作用对上部框架及筏板的沉降差影响并不大,但是对筏板的沉降影响大,内部应力也将会发生重新分布。同时得出地基土应力变化特征,对结构设计的安全性及经济性提供依据。     

Bearing Capacity of Piled Rafts on Soft Clay Soils

The conventional design of a piled foundation is based on a bearing capacity approach, and neglects the contribution of the raft. As a consequence, piled foundations are usually designed by overconservative criteria. With respect to the conventional approach, a more rational and economical solution could be obtained by accounting for the contribution of the raft toward the overall bearing capacity, but this potential is not exploited due to the lack of theoretical and experimental research on the behavior of piled rafts at failure. Based on both experimental evidence and three-dimensional finite element analyses, a simple criterion is proposed to evaluate the ultimate vertical load of a piled raft as a function of its component capacities, which can be simply evaluated by the conventional bearing capacity theories. The results presented in the paper thus provide a guide to assess the safety factor of a vertically loaded piled raft.     

基于Raft算法改进的实用拜占庭容错共识算法

针对应用于联盟链的实用拜占庭容错（PBFT）共识算法可扩展性不足、通信开销大等问题,提出了一种基于Raft算法改进的实用拜占庭容错共识算法K-RPBFT。首先,将区块链分片,使用K-medoids聚类算法将所有节点划分为多个节点簇,每个节点簇构成一个分片,从而将全局共识改进为分层次的多中心共识;然后,每个分片的聚类中心节点之间使用PBFT算法进行共识,而在分片内部使用基于监督节点改进的Raft算法进行共识。K-RPBFT算法的片内监督机制赋予了Raft算法一定的拜占庭容错能力,并提升了算法的安全性。实验分析表明,相较于PBFT算法,K-RPBFT算法在具备拜占庭容错能力的同时能够大幅降低共识的通信开销与共识时延,提升共识效率与吞吐量,并且具有良好的可扩展性与动态性,使联盟链能够应用于更广泛的场景中。     

立式水仓钢结构设施安装

介绍了赞比亚KONKOLA铜矿KDMP项目985 m水泵房的立式水仓钢结构设施的安装情况。由于施工方案合理,施工方法及步骤行之有效,安全技术措施到位,既避免了措施工程的发生,又缩短了工期,实现了安全、优质、快速施工。     

溶洞因素对筏板基础应力和沉降的影响

在岩溶地质条件下,通过三维整体建模,考虑上部结构与地基基础的相互作用,利用ANSYS有限元软件进行模拟分析,通过改变溶洞埋深、半径、形状及改变溶洞围岩的弹性模量、泊松比及厚度,得出溶洞因素对筏板基础应力、沉降的影响变化规律。