Studies on seismic earth pressure of cohesive backfill
        Technology reports of the Yamaguchi University Volume 3 Issue 3
        Page 225-237
        
    published_at 1984-12
            Title
        
        Studies on seismic earth pressure of cohesive backfill
        
        
    
                
                    Creators
                
                    O-hara Sukeo
                
                
            
            
    
        
            Source Identifiers
        
    
        Mononobe-Okabe's equation has been proposed in 1924 and has been used for the aseismic design of the retaining wall, today. But it is well known that the effect of cohesion is not considered in this equation. Author measured a resultant force and a distribution of seismic earth pressure acted on a movable model wall, using a shaking table test. Sand used in the tests is slightly cohesive. It was found that the results agree with the theoretical calculation proposed by the author in 1960. So that the crtical seismic coefficiets for the base sliding of the gravity type quay walls were obtained by using our calculation and it was shown that the seismic damage can be well explained with criterion.
        
        
            Languages
        
            eng
    
    
        
            Resource Type
        
        departmental bulletin paper
    
    
        
            Publishers
        
            山口大学工学部
    
    
        
            Date Issued
        
        1984-12
    
    
        
            File Version
        
        Version of Record
    
    
        
            Access Rights
        
        open access
    
    
            Relations
        
            
                
                
                [ISSN]0386-3433
            
            
                
                
                [NCID]AA0086073X
            
    
        
            Schools
        
            工学部
    
                
