Large Scale Experimental Settlement Tests to Evaluate Structural Models for Tunnelling-Induced Damage Analysis

K. Deniz Dalgic; D. Burcu Gulen; Sinan Acikgoz; Harvey Burd; Max A.N. Hendriks; Giorgia Giardina; Alper Ilki

doi:10.1007/978-3-030-64518-2_20

Large Scale Experimental Settlement Tests to Evaluate Structural Models for Tunnelling-Induced Damage Analysis

K. Deniz Dalgic^*, D. Burcu Gulen, Sinan Acikgoz, Harvey Burd, Max A.N. Hendriks, Giorgia Giardina, Alper Ilki

^*Corresponding author for this work

Research output: Chapter in Book/Conference proceedings/Edited volume › Conference contribution › Scientific › peer-review

2 Citations (Scopus)

89 Downloads (Pure)

Abstract

Underground construction activities, such as tunnelling, cause local ground movements to occur. Nearby surface structures interact with the moving ground, potentially leading to building damage. Although it is understood that the severity of building damage is influenced by the façade opening ratio (OpR) and the stiffness of the floors, experimental work in this area is lacking. This paper describes the specification and design of an experimental campaign on brick masonry buildings subjected to vertical base movements. The specimens are half-scale models of walls of two-storey buildings; models with different window arrangements and with/without floor slabs are examined. To design the experimental setup, 3D finite element analyses of the model walls were conducted. Key analysis results, presented in this paper, indicate how the examined structural properties (OpR, building weight, floor stiffness) are expected to influence the patterns of damage in the masonry. The finite element results are also used to design an instrumentation system comprising Fibre Bragg Grating (FBG) sensors and a digital image correlation (DIC) system. Data from the tests will support the formulation and validation of structural models for predicting tunnelling-induced damage in masonry buildings.

Original language	English
Title of host publication	Challenges and Innovations in Geomechanics - Proceedings of the 16th International Conference of IACMAG - Volume 2
Editors	Marco Barla, Alice Di Donna, Donatella Sterpi
Publisher	Springer
Pages	164-171
Number of pages	8
ISBN (Print)	9783030645175
DOIs	https://doi.org/10.1007/978-3-030-64518-2_20
Publication status	Published - 2021
Event	16th International Conference of the International Association for Computer Methods and Advances in Geomechanics, IACMAG 2021 - Turin, Italy Duration: 5 May 2021 → 8 May 2021

Publication series

Name	Lecture Notes in Civil Engineering
Volume	126
ISSN (Print)	2366-2557
ISSN (Electronic)	2366-2565

Conference

Conference	16th International Conference of the International Association for Computer Methods and Advances in Geomechanics, IACMAG 2021
Country/Territory	Italy
City	Turin
Period	5/05/21 → 8/05/21

Bibliographical note

Green Open Access added to TU Delft Institutional Repository ‘You share, we take care!’ – Taverne project https://www.openaccess.nl/en/you-share-we-take-care Otherwise as indicated in the copyright section: the publisher is the copyright holder of this work and the author uses the Dutch legislation to make this work public.

Keywords

Brick masonry
Large scale testing
Monitoring
Settlement

Access to Document

10.1007/978-3-030-64518-2_20

Dalgic2021_Chapter_LargeScaleExperimentalSettlemeFinal published version, 2.04 MB

Cite this

Dalgic, K. D., Gulen, D. B., Acikgoz, S., Burd, H., Hendriks, M. A. N., Giardina, G., & Ilki, A. (2021). Large Scale Experimental Settlement Tests to Evaluate Structural Models for Tunnelling-Induced Damage Analysis. In M. Barla, A. Di Donna, & D. Sterpi (Eds.), Challenges and Innovations in Geomechanics - Proceedings of the 16th International Conference of IACMAG - Volume 2 (pp. 164-171). (Lecture Notes in Civil Engineering; Vol. 126). Springer. https://doi.org/10.1007/978-3-030-64518-2_20

Dalgic, K. Deniz ; Gulen, D. Burcu ; Acikgoz, Sinan et al. / Large Scale Experimental Settlement Tests to Evaluate Structural Models for Tunnelling-Induced Damage Analysis. Challenges and Innovations in Geomechanics - Proceedings of the 16th International Conference of IACMAG - Volume 2. editor / Marco Barla ; Alice Di Donna ; Donatella Sterpi. Springer, 2021. pp. 164-171 (Lecture Notes in Civil Engineering).

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title = "Large Scale Experimental Settlement Tests to Evaluate Structural Models for Tunnelling-Induced Damage Analysis",

abstract = "Underground construction activities, such as tunnelling, cause local ground movements to occur. Nearby surface structures interact with the moving ground, potentially leading to building damage. Although it is understood that the severity of building damage is influenced by the fa{\c c}ade opening ratio (OpR) and the stiffness of the floors, experimental work in this area is lacking. This paper describes the specification and design of an experimental campaign on brick masonry buildings subjected to vertical base movements. The specimens are half-scale models of walls of two-storey buildings; models with different window arrangements and with/without floor slabs are examined. To design the experimental setup, 3D finite element analyses of the model walls were conducted. Key analysis results, presented in this paper, indicate how the examined structural properties (OpR, building weight, floor stiffness) are expected to influence the patterns of damage in the masonry. The finite element results are also used to design an instrumentation system comprising Fibre Bragg Grating (FBG) sensors and a digital image correlation (DIC) system. Data from the tests will support the formulation and validation of structural models for predicting tunnelling-induced damage in masonry buildings.",

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note = "Green Open Access added to TU Delft Institutional Repository {\textquoteleft}You share, we take care!{\textquoteright} – Taverne project https://www.openaccess.nl/en/you-share-we-take-care Otherwise as indicated in the copyright section: the publisher is the copyright holder of this work and the author uses the Dutch legislation to make this work public.; 16th International Conference of the International Association for Computer Methods and Advances in Geomechanics, IACMAG 2021 ; Conference date: 05-05-2021 Through 08-05-2021",

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language = "English",

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Dalgic, KD, Gulen, DB, Acikgoz, S, Burd, H, Hendriks, MAN , Giardina, G & Ilki, A 2021, Large Scale Experimental Settlement Tests to Evaluate Structural Models for Tunnelling-Induced Damage Analysis. in M Barla, A Di Donna & D Sterpi (eds), Challenges and Innovations in Geomechanics - Proceedings of the 16th International Conference of IACMAG - Volume 2. Lecture Notes in Civil Engineering, vol. 126, Springer, pp. 164-171, 16th International Conference of the International Association for Computer Methods and Advances in Geomechanics, IACMAG 2021, Turin, Italy, 5/05/21. https://doi.org/10.1007/978-3-030-64518-2_20

Large Scale Experimental Settlement Tests to Evaluate Structural Models for Tunnelling-Induced Damage Analysis. / Dalgic, K. Deniz; Gulen, D. Burcu; Acikgoz, Sinan et al.
Challenges and Innovations in Geomechanics - Proceedings of the 16th International Conference of IACMAG - Volume 2. ed. / Marco Barla; Alice Di Donna; Donatella Sterpi. Springer, 2021. p. 164-171 (Lecture Notes in Civil Engineering; Vol. 126).

Research output: Chapter in Book/Conference proceedings/Edited volume › Conference contribution › Scientific › peer-review

TY - GEN

T1 - Large Scale Experimental Settlement Tests to Evaluate Structural Models for Tunnelling-Induced Damage Analysis

AU - Dalgic, K. Deniz

AU - Gulen, D. Burcu

AU - Acikgoz, Sinan

AU - Burd, Harvey

AU - Hendriks, Max A.N.

AU - Giardina, Giorgia

AU - Ilki, Alper

N1 - Green Open Access added to TU Delft Institutional Repository ‘You share, we take care!’ – Taverne project https://www.openaccess.nl/en/you-share-we-take-care Otherwise as indicated in the copyright section: the publisher is the copyright holder of this work and the author uses the Dutch legislation to make this work public.

PY - 2021

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N2 - Underground construction activities, such as tunnelling, cause local ground movements to occur. Nearby surface structures interact with the moving ground, potentially leading to building damage. Although it is understood that the severity of building damage is influenced by the façade opening ratio (OpR) and the stiffness of the floors, experimental work in this area is lacking. This paper describes the specification and design of an experimental campaign on brick masonry buildings subjected to vertical base movements. The specimens are half-scale models of walls of two-storey buildings; models with different window arrangements and with/without floor slabs are examined. To design the experimental setup, 3D finite element analyses of the model walls were conducted. Key analysis results, presented in this paper, indicate how the examined structural properties (OpR, building weight, floor stiffness) are expected to influence the patterns of damage in the masonry. The finite element results are also used to design an instrumentation system comprising Fibre Bragg Grating (FBG) sensors and a digital image correlation (DIC) system. Data from the tests will support the formulation and validation of structural models for predicting tunnelling-induced damage in masonry buildings.

AB - Underground construction activities, such as tunnelling, cause local ground movements to occur. Nearby surface structures interact with the moving ground, potentially leading to building damage. Although it is understood that the severity of building damage is influenced by the façade opening ratio (OpR) and the stiffness of the floors, experimental work in this area is lacking. This paper describes the specification and design of an experimental campaign on brick masonry buildings subjected to vertical base movements. The specimens are half-scale models of walls of two-storey buildings; models with different window arrangements and with/without floor slabs are examined. To design the experimental setup, 3D finite element analyses of the model walls were conducted. Key analysis results, presented in this paper, indicate how the examined structural properties (OpR, building weight, floor stiffness) are expected to influence the patterns of damage in the masonry. The finite element results are also used to design an instrumentation system comprising Fibre Bragg Grating (FBG) sensors and a digital image correlation (DIC) system. Data from the tests will support the formulation and validation of structural models for predicting tunnelling-induced damage in masonry buildings.

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Dalgic KD, Gulen DB, Acikgoz S, Burd H, Hendriks MAN , Giardina G et al. Large Scale Experimental Settlement Tests to Evaluate Structural Models for Tunnelling-Induced Damage Analysis. In Barla M, Di Donna A, Sterpi D, editors, Challenges and Innovations in Geomechanics - Proceedings of the 16th International Conference of IACMAG - Volume 2. Springer. 2021. p. 164-171. (Lecture Notes in Civil Engineering). doi: 10.1007/978-3-030-64518-2_20

Large Scale Experimental Settlement Tests to Evaluate Structural Models for Tunnelling-Induced Damage Analysis

Abstract

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