AN APPROACH FOR DETERMINING GROUND TRANSPARENT MOVEMENT

The aim of this study is the improvement of Terzaghi bearing capacity formula which is a very common method to determine the bearing capacity in shallow foundations. For this purpose, many sampling has been done in very wide range for several formulas and variances that use to determine the bearing...

Full description

Bibliographic Details
Main Authors: Beste KOÇAK DİNÇ, A. Metin GER
Format: Article
Language:English
Published: İstanbul Aydin University 2017-01-01
Series:İstanbul Aydın Üniversitesi Dergisi
Subjects:
Online Access:http://iaud.aydin.edu.tr/wp-content/uploads/2018/01/iaud_v09i1001.pdf
_version_ 1797914804032110592
author Beste KOÇAK DİNÇ
A. Metin GER
author_facet Beste KOÇAK DİNÇ
A. Metin GER
author_sort Beste KOÇAK DİNÇ
collection DOAJ
description The aim of this study is the improvement of Terzaghi bearing capacity formula which is a very common method to determine the bearing capacity in shallow foundations. For this purpose, many sampling has been done in very wide range for several formulas and variances that use to determine the bearing capacity in shallow foundations and a new formula is derived based on the Terzaghi bearing capacity formula with modification cofficionts. Terzaghi keep as template however, the coefficients in Terzaghi template are evaluated with non-linear regression analysis method based on the soil samples that characteristic’s determined in synthetic way. As a result of this evaluation, new formula is developed with new coefficients that are referred to Terzaghi template. The proposed formula is compared with other analytical bearing capacity and experimental bearing capacity values.
first_indexed 2024-04-10T12:31:52Z
format Article
id doaj.art-436cbf814c494b2b8e287dd87e60db5a
institution Directory Open Access Journal
issn 1309-1352
2149-0074
language English
last_indexed 2024-04-10T12:31:52Z
publishDate 2017-01-01
publisher İstanbul Aydin University
record_format Article
series İstanbul Aydın Üniversitesi Dergisi
spelling doaj.art-436cbf814c494b2b8e287dd87e60db5a2023-02-15T16:14:51Zengİstanbul Aydin Universityİstanbul Aydın Üniversitesi Dergisi1309-13522149-00742017-01-01911810.17932/IAU.IAUD.13091352.2017.9/33.1-8AN APPROACH FOR DETERMINING GROUND TRANSPARENT MOVEMENTBeste KOÇAK DİNÇA. Metin GERThe aim of this study is the improvement of Terzaghi bearing capacity formula which is a very common method to determine the bearing capacity in shallow foundations. For this purpose, many sampling has been done in very wide range for several formulas and variances that use to determine the bearing capacity in shallow foundations and a new formula is derived based on the Terzaghi bearing capacity formula with modification cofficionts. Terzaghi keep as template however, the coefficients in Terzaghi template are evaluated with non-linear regression analysis method based on the soil samples that characteristic’s determined in synthetic way. As a result of this evaluation, new formula is developed with new coefficients that are referred to Terzaghi template. The proposed formula is compared with other analytical bearing capacity and experimental bearing capacity values.http://iaud.aydin.edu.tr/wp-content/uploads/2018/01/iaud_v09i1001.pdfShallow foundationsTerzaghiBearing capacity
spellingShingle Beste KOÇAK DİNÇ
A. Metin GER
AN APPROACH FOR DETERMINING GROUND TRANSPARENT MOVEMENT
İstanbul Aydın Üniversitesi Dergisi
Shallow foundations
Terzaghi
Bearing capacity
title AN APPROACH FOR DETERMINING GROUND TRANSPARENT MOVEMENT
title_full AN APPROACH FOR DETERMINING GROUND TRANSPARENT MOVEMENT
title_fullStr AN APPROACH FOR DETERMINING GROUND TRANSPARENT MOVEMENT
title_full_unstemmed AN APPROACH FOR DETERMINING GROUND TRANSPARENT MOVEMENT
title_short AN APPROACH FOR DETERMINING GROUND TRANSPARENT MOVEMENT
title_sort approach for determining ground transparent movement
topic Shallow foundations
Terzaghi
Bearing capacity
url http://iaud.aydin.edu.tr/wp-content/uploads/2018/01/iaud_v09i1001.pdf
work_keys_str_mv AT bestekocakdinc anapproachfordetermininggroundtransparentmovement
AT ametinger anapproachfordetermininggroundtransparentmovement
AT bestekocakdinc approachfordetermininggroundtransparentmovement
AT ametinger approachfordetermininggroundtransparentmovement