Building response to tunnelling- and excavation-induced ground movements: using transfer functions to review the limiting tensile strain method-Reference-Cited by-同舟云学术

Building response to tunnelling- and excavation-induced ground movements: using transfer functions to review the limiting tensile strain method

Published:2017-08-07 Issue:6 Volume:14 Page:766-779
ISSN:1573-2479
Container-title:Structure and Infrastructure Engineering
language:en
Short-container-title:Structure and Infrastructure Engineering

Author:

Dalgic Korhan Deniz¹²,Hendriks Max A. N.²³,Ilki Alper¹

Affiliation:

1. Faculty of Civil Engineering, Civil Engineering, Istanbul Technical University, Istanbul, Turkey

2. Faculty of Civil Engineering and Geosciences, Structural Engineering, Delft University of Technology, Delft, The Netherlands

3. Structural Engineering, Norwegian University of Science and Technology, Trondheim, Norway

Funder

The Scientific and Technological Research Council of Turkey (TUBITAK)

Türkiye Bilimsel ve Teknolojik Araştirma Kurumu

Publisher

Informa UK Limited

Subject

Mechanical Engineering,Ocean Engineering,Geotechnical Engineering and Engineering Geology,Safety, Risk, Reliability and Quality,Building and Construction,Civil and Structural Engineering

Link

https://www.tandfonline.com/doi/pdf/10.1080/15732479.2017.1360364

Reference45 articles.

1. Effects of tunnelling on pile foundations

2. Ground-Movement-Related Building Damage

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