TBDY 2018'e Göre Geoteknik Tasarim: Sivilasma ve Yapi-Kazik-Zemin Etkilesimi Analizleri

Ozan ALVER; Atila SEZEN; E. Ece ESELLER-BAYAT

doi:10.18400/tekderg.744891

TBDY 2018'e Göre Geoteknik Tasarim: Sivilasma ve Yapi-Kazik-Zemin Etkilesimi Analizleri

Translated title of the contribution: Geotechnical design with respect to TBDY-2018: Liquefaction and soil-pile -structure interaction analyses

Ozan ALVER, Atila SEZEN, E. Ece ESELLER-BAYAT

Department of Civil Engineering

Istanbul Technical University

Research output: Contribution to journal › Article › peer-review

Abstract

This study explores the design steps of a building foundation in liquefiable soils according to TBDY 2018. For this purpose, geotechnical engineering design was performed in stages including the liquefaction and soil-pile-structure interaction analyses. The problematic issues such as the determination of Mw values that were used during liquefaction analyses, the search for time histories records to be scaled, the absence of recommended tolerable limits for the foundation soil settlements and different assumptions underlying the kinematic and inertial interaction approaches for Method III were addressed.

Translated title of the contribution	Geotechnical design with respect to TBDY-2018: Liquefaction and soil-pile -structure interaction analyses
Original language	Turkish
Journal	Teknik Dergi/Technical Journal of Turkish Chamber of Civil Engineers
Volume	32
Issue number	5
DOIs	https://doi.org/10.18400/tekderg.744891
Publication status	Published - 2021

Bibliographical note

Publisher Copyright:
© 2021 Turkish Chamber of Civil Engineers. All rights reserved.

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10.18400/tekderg.744891

Cite this

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title = "TBDY 2018'e G{\"o}re Geoteknik Tasarim: Sivilasma ve Yapi-Kazik-Zemin Etkilesimi Analizleri",

abstract = "This study explores the design steps of a building foundation in liquefiable soils according to TBDY 2018. For this purpose, geotechnical engineering design was performed in stages including the liquefaction and soil-pile-structure interaction analyses. The problematic issues such as the determination of Mw values that were used during liquefaction analyses, the search for time histories records to be scaled, the absence of recommended tolerable limits for the foundation soil settlements and different assumptions underlying the kinematic and inertial interaction approaches for Method III were addressed.",

keywords = "Liquefaction, Pile foundation design, Site soil model, Soil-pile-structure interaction, TBDY (Turkish Earthquake Resistant Building Design Regulations)",

author = "Ozan ALVER and Atila SEZEN and {Ece ESELLER-BAYAT}, E.",

year = "2021",

doi = "10.18400/tekderg.744891",

language = "T{\"u}rk{\c c}e",

volume = "32",

journal = "Teknik Dergi/Technical Journal of Turkish Chamber of Civil Engineers",

issn = "1300-3453",

publisher = "Turkish Chamber of Civil Engineers",

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T1 - TBDY 2018'e Göre Geoteknik Tasarim

T2 - Sivilasma ve Yapi-Kazik-Zemin Etkilesimi Analizleri

AU - ALVER, Ozan

AU - SEZEN, Atila

AU - Ece ESELLER-BAYAT, E.

PY - 2021

Y1 - 2021

N2 - This study explores the design steps of a building foundation in liquefiable soils according to TBDY 2018. For this purpose, geotechnical engineering design was performed in stages including the liquefaction and soil-pile-structure interaction analyses. The problematic issues such as the determination of Mw values that were used during liquefaction analyses, the search for time histories records to be scaled, the absence of recommended tolerable limits for the foundation soil settlements and different assumptions underlying the kinematic and inertial interaction approaches for Method III were addressed.

AB - This study explores the design steps of a building foundation in liquefiable soils according to TBDY 2018. For this purpose, geotechnical engineering design was performed in stages including the liquefaction and soil-pile-structure interaction analyses. The problematic issues such as the determination of Mw values that were used during liquefaction analyses, the search for time histories records to be scaled, the absence of recommended tolerable limits for the foundation soil settlements and different assumptions underlying the kinematic and inertial interaction approaches for Method III were addressed.

KW - Liquefaction

KW - Pile foundation design

KW - Site soil model

KW - Soil-pile-structure interaction

KW - TBDY (Turkish Earthquake Resistant Building Design Regulations)

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M3 - Makale

AN - SCOPUS:85102275712

SN - 1300-3453

VL - 32

JO - Teknik Dergi/Technical Journal of Turkish Chamber of Civil Engineers

JF - Teknik Dergi/Technical Journal of Turkish Chamber of Civil Engineers

IS - 5

ER -

TBDY 2018'e Göre Geoteknik Tasarim: Sivilasma ve Yapi-Kazik-Zemin Etkilesimi Analizleri

Abstract

Bibliographical note

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