Physical, mechanical, and microstructural characteristics of fly ash replaced cement deep mixing columns
Y Yenginar, M Olgun - Bulletin of Engineering Geology and the …, 2024 - Springer
The novel approach of the study is implementing the installation procedure of fly ash (FA)
replaced cement deep mixing (DM) columns to field cases aiming at managing FA waste …
replaced cement deep mixing (DM) columns to field cases aiming at managing FA waste …
Study on stress and deformation characteristics of existing-new two-stage cantilever retaining wall
X Ma, Y Liu, Z Hao, X Wang, Y Yang - Plos one, 2024 - journals.plos.org
A two-stage cantilever retaining wall is composed of two single-stage cantilever retaining
walls, which are stacked up and down. The structure not only has the advantages of a single …
walls, which are stacked up and down. The structure not only has the advantages of a single …
Failure behavior and mechanical properties of prefabricated cantilever retaining under dynamic effect
Y Du, X Du, W Han, B Huang, S Huang… - Frontiers in Built …, 2024 - frontiersin.org
Prefabricated retaining wall is in line with the development trend of greening and
environmental protection of civil engineering, and has a broad application prospect …
environmental protection of civil engineering, and has a broad application prospect …
Passive earth pressure of narrow backfill considering seismic-unsaturated seepage multi-field coupling effect
Z Wang, H Lin - Journal of Central South University, 2025 - Springer
Narrow backfill earth pressure estimation is applied to study the stability of supporting
structures in the vicinity of existing buildings. Previous narrow backfill earth pressure studies …
structures in the vicinity of existing buildings. Previous narrow backfill earth pressure studies …
Uçucu Kül Katkısının Derin Karıştırma Kolonlarının Sıkışabilirliğine Etkisi
Y Yenginar, M Olgun - Necmettin Erbakan Üniversitesi Fen ve …, 2024 - dergipark.org.tr
The unique aspect of this study is to determine the optimum injection parameters that will
minimize the compression capacity of fly ash-containing deep mixing columns (DMC). In the …
minimize the compression capacity of fly ash-containing deep mixing columns (DMC). In the …
Düşey ve Deprem Yükleri Altında Tünel Kalıp Sistemli Bir Binanın Farklı Temel-Zemin Modellerine Göre Analizi
AS Ecemiş, Y Yenginar, İ Özkan - Türk Deprem Araştırma Dergisi - dergipark.org.tr
Bu çalışmada 8 katlı tünel kalıp taşıyıcı sisteme sahip bina sonlu elemanlar metodu ile analiz
edilmiştir. Yapı-temel sistemi için üç farklı zemin profili (ZC, ZD, ZE), üç farklı yükleme koşulu …
edilmiştir. Yapı-temel sistemi için üç farklı zemin profili (ZC, ZD, ZE), üç farklı yükleme koşulu …