Foundation Systems for High-Rise Structures
Auteurs : Katzenbach Rolf, Leppla Steffen, Choudhury Deepankar
The book deals with the geotechnical analysis and design of foundation systems for high-rise buildings and other complex structures with a distinctive soil-structure interaction. The basics of the analysis of stability and serviceability, necessary soil investigations, important technical regulations and quality and safety assurance are explained and possibilities for optimised foundation systems are given. Additionally, special aspects of foundation systems such as geothermal activated foundation systems and the reuse of existing foundations are described and illustrated by examples from engineering practice.
Introduction. Basics of geotechnical analysis. Spread foundations. Deep foundations. Combined Pile-Raft Foundation (CPRF). Dynamic behavior of foundation systems. Special foundations. Appendix: CPRF Guidelines of the ISSMGE.
Professor Dr.-Ing. Rolf Katzenbach is the Director of the Institute and the Laboratory of Geotechnics at the Technische Universität Darmstadt, Germany and the Chairman of TC 212 on Deep Foundations of ISSMGE. Dipl.-Ing.
Steffen Leppla is a scientific research assistant at the Institute and Laboratory of Geotechnics of Technische Universität Darmstadt, Germany.
Professor Deepankar Choudhury is a full Professor at IIT Bombay, Mumbai, India. He is the Secretary of TC 212 on Deep Foundations, and of TC 207 Soil Structure Interaction and Retaining Walls of ISSMGE.
Date de parution : 01-2019
15.6x23.4 cm
Date de parution : 08-2016
15.6x23.4 cm
Thèmes de Foundation Systems for High-Rise Structures :
Mots-clés :
Pile Load Tests; Deep foundations; Foundation Rafts; Eurocode 7; Pile Group; Foundation systems; Pile Segment; Spread foundations; Skin Friction; TC 212; Bored Piles; Tall buildings; DIN En; Partial Safety Factor; Ground Response Analysis; Liquefied Soil; Negative Skin Friction; Energy Pile; Caisson Foundations; Raft Foundation; CRR; Heat Exchanger Tubes; Shaft Foundations; Pile Foundations; Strip Foundations; Seasonal Thermal Storage; Frankfurt Limestone; Contact Pressure; Frankfurt Clay; Modulus Reduction Curve