Analysis of undrained cavity expansion in elasto-plastic soils with non-linear elasticity
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Cee Ing Teh | Ming-Fang Chang | C. Teh | L. Cao | Ming Chang | Lai Fa Cao
[1] C. P. Wroth,et al. The interpretation of in situ soil tests , 1984 .
[2] P. Robertson,et al. Interpretation of undrained self-boring pressuremeter test results incorporating unloading , 1992 .
[3] R. Hill. The mathematical theory of plasticity , 1950 .
[4] D. Wood. Strain-dependent moduli and pressuremeter tests. , 1990 .
[5] Andrew Palmer,et al. Undrained plane-strain expansion of a cylindrical cavity in clay: a simple interpretation of the pressuremeter test , 1972 .
[6] Malcolm D. Bolton,et al. A non-linear elastic/perfectly plastic analysis for plane strain undrained expansion tests , 1999 .
[7] D. Wood. Soil Behaviour and Critical State Soil Mechanics , 1991 .
[8] P. Chadwick,et al. THE QUASI-STATIC EXPANSION OF A SPHERICAL CAVITY IN METALS AND IDEAL SOILS , 1959 .
[9] Paul W. Mayne,et al. DETERMINATION OF OCR IN CLAYS BY PIEZOCONE TESTS USING CAVITY EXPANSI0N AND CRITICAL STATE C0NCEPTS , 1991 .
[10] Hai-Sui Yu,et al. Cavity expansion theory and its application to the analysis of pressuremeters , 1990 .
[11] Mark Randolph,et al. DRIVEN PILES IN CLAY - THE EFFECTS OF INSTALLATION AND SUBSEQUENT CONSOLIDATION , 1979 .
[12] A. S. Vesić. Expansion of Cavities in Infinite Soil Mass , 1972 .
[13] M. Randolph,et al. Stress and pore pressure changes in clay during and after the expansion of a cylindrical cavity , 1979 .
[14] Mehmet Y. Tumay,et al. Subsurface Investigations with Piezo-Cone Penetrometer , 1981 .
[15] C. I. Teh,et al. Undrained cavity expansion in modified Cam clay I: Theoretical analysis , 2001 .
[16] Hai-Sui Yu,et al. UNDRAINED CAVITY EXPANSIONS IN CRITICAL STATE SOILS , 1996 .
[17] Cee Ing Teh,et al. Critical state strength parameters of saturated clays from the modified Cam clay model , 1999 .
[18] I. F. Collins,et al. Similarity solutions for drained a undrained cavity expansions in soils , 1994 .