Rational Design of Piled Raft

被引:28
作者
Mandolini, Alessandro [1 ]
Di Laora, Raffaele [1 ]
Mascarucci, Ylenia [1 ]
机构
[1] Univ Naples 2, Dipartimento Ingn Civile Design Edilizia & Ambien, I-81031 Aversa, CE, Italy
来源
MODERN BUILDING MATERIALS, STRUCTURES AND TECHNIQUES | 2013年 / 57卷
关键词
design; foundations; piled raft; piles; rafts; settlements; soil-structure interaction; FOUNDATIONS;
D O I
10.1016/j.proeng.2013.04.008
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Piles have been traditionally designed to ensure the transfer of the whole structural load to the soil in which they are embedded. It is now largely accepted that this way of doing is unduly conservative, especially in those cases in which an unpiled raft is sufficient to guarantee a satisfactory safety level. Nevertheless, it is still very common in the daily practice, sometimes for the restrictions imposed by local codes and regulations. Much research efforts have been dedicated to a more rational design of piled foundations, essentially based on a proper collaboration among raft and piles not only for increasing the overall stiffness of an unpiled raft but, if required, also for increasing its capacity, for controlling differential settlements, for reducing the state of stress into the raft. With no claim to cover any single aspects, some design options will be presented, providing some insight into a rational approach to piled raft design. (C) 2013 The Authors. Published by Elsevier Ltd.
引用
收藏
页码:45 / 52
页数:8
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