Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Earth Pressure Reduction on Rigid Cantilever Retaining Wall Using Inclusions
The present study explores the application of locally available compressible inclusions in reducing the lateral earth pressure acting on the rigid cantilever retaining walls retaining dry and cohesionless backfill. A small-scale physical model tests on an 80 cm high retaining wall were performed with the presence and absence of inclusions. The backfill at relative densities of 65, 50, 40, and 35% were modeled in the study. The effects of different types of inclusions and relative density of the backfill soil were analyzed. The obtained lateral earth pressure from the study was compared with that obtained using Rankine’s theory. It was observed that when the surcharge load and the relative density of the backfill increase, the lateral earth pressure increases and decreases, respectively. The results showed that the isolation efficiency of coir fiber was greater than bed waste when used as inclusion.
Earth Pressure Reduction on Rigid Cantilever Retaining Wall Using Inclusions
The present study explores the application of locally available compressible inclusions in reducing the lateral earth pressure acting on the rigid cantilever retaining walls retaining dry and cohesionless backfill. A small-scale physical model tests on an 80 cm high retaining wall were performed with the presence and absence of inclusions. The backfill at relative densities of 65, 50, 40, and 35% were modeled in the study. The effects of different types of inclusions and relative density of the backfill soil were analyzed. The obtained lateral earth pressure from the study was compared with that obtained using Rankine’s theory. It was observed that when the surcharge load and the relative density of the backfill increase, the lateral earth pressure increases and decreases, respectively. The results showed that the isolation efficiency of coir fiber was greater than bed waste when used as inclusion.
Earth Pressure Reduction on Rigid Cantilever Retaining Wall Using Inclusions
Lecture Notes in Civil Engineering
Jose, Babu T. (Herausgeber:in) / Sahoo, Dipak Kumar (Herausgeber:in) / Shukla, Sanjay Kumar (Herausgeber:in) / Krishna, A. Murali (Herausgeber:in) / Thomas, Jimmy (Herausgeber:in) / Veena, V. (Herausgeber:in) / Biju, Swetha Sherin (Autor:in) / Beena, K. S. (Autor:in) / Joseph, Anil (Autor:in)
Indian Geotechnical Conference ; 2022 ; Kochi, India
Proceedings of the Indian Geotechnical Conference 2022 Volume 7 ; Kapitel: 12 ; 135-145
14.07.2024
11 pages
Aufsatz/Kapitel (Buch)
Elektronische Ressource
Englisch
Seismic Earth Pressure on Rigid Retaining Wall
British Library Conference Proceedings | 2001
|Surcharge Induced Earth Pressure Reduction on Rigid Retaining Wall Using EPS Geofoam
British Library Conference Proceedings | 2014
|