Konsol İstinat Duvar Tasarımı Üzerine Parametrik Bir Çalışma

Binici, Engin; Öztürk, Şevki

doi:10.21597/jist.448933

Cited by 2 publications

(1 citation statement)

References 10 publications

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“…Poor construction quality is the most common cause of retaining wall failures, which include issues such as inadequate compaction, poor drainage, and inadequate reinforcement. H. Binici, et al (2010) [5] investigated the failure of a case study retaining wall and found that poor construction quality was the primary cause of the failure. The retaining wall was constructed using poor-quality materials, and the construction techniques used were not in accordance with the design specifications.…”

Section: Introductionmentioning

confidence: 99%

A Case Study of Mechanically Stabilized Earth (MSE) Retaining Wall Failure in the State of Tennessee; Recommendations for Future Design and Constructions

Alimohammadi¹,

Memon²

2023

Preprint

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This study presents an investigation into the failure of a MSE retaining wall in Tennessee, USA. The wall was constructed to support an embankment development, but it failed catastrophically, causing damage to the road and posing a significant safety risk to the public. The investigation involved a comprehensive site visit, field data collection, laboratory testing, and numerical modeling. This investigation revealed that the failure of the retaining wall was caused by inadequate construction practices. Specifically, the wall was not constructed in accordance with design specifications, and the backfill material used was not properly compacted. The construction issues resulted in the differential settlement of the wall, which ultimately caused it to fail. Based on the findings of this study, a set of recommendations were proposed for the design and construction of future retaining walls in similar geotechnical conditions. The recommendations include the proper selection and use of backfill material, proper compaction of backfill, and adherence to design specifications. The results of this study are expected to contribute to the development of improved design standards and construction practices for MSE retaining walls in Tennessee and other regions with similar geotechnical conditions.

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Section: Introductionmentioning

confidence: 99%

A Case Study of Mechanically Stabilized Earth (MSE) Retaining Wall Failure in the State of Tennessee; Recommendations for Future Design and Constructions

Alimohammadi¹,

Memon²

2023

Preprint

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Betonarme İstinat Duvarlarının Geoteknik Tasarımında Etkili Parametrelerin 2018 Türkiye Bina Deprem Yönetmeliği’ne Göre Değerlendirilmesi

Dalyan¹,

Akin²,

Arama

2020

Türk Deprem Araştırma Dergisi

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Highlights* Earthquake resistant design of retaining walls * Turkish Building Earthquake Code 2018 * The effective parameters of geotechnical design of retaining walls AimIn this study, the effects of the soil properties on the geotechnical design of reinforced concrete retaining walls are investigated depending on the conducted parametrical analysis based on the Turkish Building Earthquake Code 2018. The dimensions obtained from the dynamic analysis were also compared with the retaining wall preliminary design limits accepted in the literature. Location Turkey MethodsThe effects of the soil properties on the geotechnical design of reinforced concrete retaining walls are investigated by conducted parametric analysis depending on Turkish Building Earthquake Code 2018. ResultsComparative charts are obtained to show the effects of the change of the soil shear strength angle, the soil unit weight, the excavation depth and the amount of external surcharge load on the sizing of the wall system with respect to Turkish Building Earthquake Code 2018.

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Konsol İstinat Duvar Tasarımı Üzerine Parametrik Bir Çalışma

Cited by 2 publications

References 10 publications

A Case Study of Mechanically Stabilized Earth (MSE) Retaining Wall Failure in the State of Tennessee; Recommendations for Future Design and Constructions

A Case Study of Mechanically Stabilized Earth (MSE) Retaining Wall Failure in the State of Tennessee; Recommendations for Future Design and Constructions

Betonarme İstinat Duvarlarının Geoteknik Tasarımında Etkili Parametrelerin 2018 Türkiye Bina Deprem Yönetmeliği’ne Göre Değerlendirilmesi

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