Optimised design of foundation systems for high-rise structures

被引:0
|
作者
Katzenbach, Rolf [1 ]
Leppla, Steffen [1 ]
机构
[1] Tech Univ Darmstadt, Inst & Lab Geotech, Darmstadt, Germany
关键词
PILED RAFT FOUNDATIONS;
D O I
暂无
中图分类号
TP39 [计算机的应用];
学科分类号
081203 ; 0835 ;
摘要
Safety, optimisation and sustainability are the most important aspects for the design of any foundation system. An optimised and safe design of foundation systems for high-rise structures in difficult soil and groundwater conditions is based on a reduction of construction material used, construction time spent, energy consumed and the adequate consideration of the soil-structure interaction. For high-rise structures like high-rise buildings and bridge piers the Combined Pile-Raft Foundations (CPRF), in-situ load tests and non-linear numerical simulations are the basis for an optimised design. For challenging projects the observational method has to be applied for verification and quality control of the design. Regarding the 4-eye-principle as basis of the quality and safety control management an independent peer review of the planning design and the construction is the guarantee for optimisation, safety and serviceability.
引用
收藏
页码:2042 / 2047
页数:6
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