Experimental validation of a finite strain theory for gassy mud

Canadian Geotechnical Journal

Volumn 37, Issue 6, 2000, Pages 1227-1240

  Wichman, B G H M ^a   Sills, G C ^a   Gonzalez, R ^a  

^a Ministry of Transport Public Works and Water Management Netherlands   (Netherlands)

Author keywords

Consolidation; Disposal; Experimental; Soft soil; Unsaturated; Validation

Indexed keywords

EID: 57249114726     PISSN: 00083674     EISSN: None     Source Type: Journal    
DOI: 10.1139/t00-055     Document Type: Article

References (18)

1. Self-weight consolidation of soft soils: An experimental and theoretical study
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3. Validation of consolidation models for sludge disposal sites
4. The measurement of gas bubble size distribution in a three-phase laboratory gassy soil
5. The theory of one dimensional consolidation of saturated clays
6. The theory of one dimensional consolidation of saturated clays. II. Finite nonlinear consolidation of thick homogeneous layers
7. A new sludge sampling system
8. Development of structure in sedimenting soils
9. Behaviour of offshore soils containing gas bubbles
10. Combination of laboratory tests to determine consolidation parameter functions for sludge
11. A conceptual model for soils containing large gas bubbles
12. A finite strain theory for gassy sludge
13. Effect of biogenic gas on consolidation parameters of sludge
14. Acoustic and physical characteristics of gassy sediments in the western Irish Sea
15. Consolidatie aspecten bij het ontwerp van bergingslocaties voor verontreinigde baggerspecie