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Publications tagged with [compressibility]
    Total Items found: 
    
                <p>This paper presents the development of a shallow foundation system consisting of mat foundations for support of all structures including heavily loaded, settlement sensitive structures at a recently completed Polysilicon Plant in China. The site grading ...
            
    
        Filed under: 
                
                
                        Soil Mechanics - 
                
                    Shallow Foundation
                
            
        Reference: 
        Seventh International Conference on Case Histories in Geotechnical Engineering, Chicago
    
                                    
                    Hyatt J .                    
                                
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                    Borinara P.                    
                                
                 et al.
            
         
    
    
                In this study, a geotechnical testing program was conducted to evaluate the engineering properties of old municipal solid waste sampled in Whamyung MSW landfill site, Busan, Korea.
            
    
        Filed under: 
                
                
                        Environmental Geoengineering - 
                
                    Contaminant Investigation
                
            
        Reference: 
        Int. J. Environ. Res., 5(3):573-584, Summer 2011
    
                <p>In order to assess the influence of different foam types on compressibility behavior of conditioned sand, a set of tests were performed on three gradation of sandy soil. Some index tests were also undertaken for verifying foam agents characteristics and ...
            
    
        Filed under: 
                
                
                        Soil Mechanics - 
                
                    Soil Behavior & Testing
                
            
        Reference: 
        Geotechnical Aspects of Underground Construction in Soft Ground – Ng, Huang & Liu (eds), © 2009 Taylor & Francis Group, London
    
                <p>Secure stability and reliable serviceability of radioactive dump is a difficult engineering problem. Due to difficult geological formations determined mainly by great compressibility, low shear strength of soils, and high ground water level, or great upward ...
            
    
        Filed under: 
                
                
                        Soil Mechanics - 
                
                    Soil - Structure Interaction
                
            
        Reference: 
        Geotechnical Aspects of Underground Construction in Soft Ground – Ng, Huang & Liu (eds), © 2009 Taylor & Francis Group, London
    
                                    
                    Parent S. E.                    
                                
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                    Cabral A. R.                    
                                
                 et al.
            
         
    
    
                A model capable of describing the suction induced consolidation curve and water retention curve of highly compressible materials is developed, validated and finally applied to describe the water retention curve of deinking by products.
            
    
        Filed under: 
                
                
                        Environmental Geoengineering - 
                
                    Contaminant - Ground Water
                
            
        Reference: 
        Canadian Geotechnical Journal, Vol. 44, No. 10, October, 2007
    
                                    
                    Parent S. E.                    
                                
 ,                                      
                    Cabral A. R.                    
                                
                 et al.
            
         
    
    
                <p>An alternative procedure to determine the hydraulic conductivity function (k-function) based on relationships between saturated hydraulic conductivity and void ratio and between air-entry value and void ratio is proposed. The procedure was applied to determine ...
            
    
        Filed under: 
                
                
                        Soil Mechanics - 
                
                    Soil Behavior & Testing
                
            
        Reference: 
        ASTM Geotechnical Testing Journal, November, 2004, Vol. 27, No. 6
    
                <p>The outcomes of this study can provide insight into the swelling and the compressibility behavior of soil - bentonite mixtures, between non-swelling materials and swelling materials. A simple swell and compression laboratory test has been conducted for ...
            
    
        Filed under: 
                
                
                        Engineering Geology - 
                
                    Difficult Earth Materials
                
            
        Reference: 
        DIMENSI TEKNIK SIPIL VOL 5, NO. 2, September 2003: 93-98
    
                The deformation behaviour during construction, on first filling and post first filling has been analysed from a database of some 134 embankments, including earthfill, zoned earthfill, zoned earth and rockfill and puddle core earthfill embankments. Factors ...
            
    
        Filed under: 
                
                
                        Dam Engineering - 
                
                    Dam Analysis & Design
                
            
        Reference: 
        UNICIV REPORT No. R-416 FEBRUARY 2003 THE UNIVERSITY OF NEW SOUTH WALES SYDNEY 2052 AUSTRALIA
    
                Man induced fluid withdrawal subsidence theory and guidelines
            
    
        Filed under: 
                
                
                        Engineering Geology - 
                
                    Subsidence
                
            
        Reference: 
        "Published in 1984 by the United Nations Educational, Scientific and Cultural Organization"
     
                         
                     
                     
                     
                 
                            