Consolidation analysis of composite ground improved by granular columns considering variation of permeability coefficient of soil

Geotechnical Special Publication

Volumn , Issue 152, 2006, Pages 135-142

  Zhang, Y G ^a   Xie, K H ^b   Wang, Z ^c  

^a ZHONGYUAN UNIVERSITY OF TECHNOLOGY   (China)

^b ZHEJIANG UNIVERSITY   (China)

^c ZHEJIANG UNIVERSITY OF TECHNOLOGY   (China)

Author keywords

[No Author keywords available]

Indexed keywords

DIFFERENTIAL EQUATIONS; HYDRAULIC CONDUCTIVITY; SOILS;

CONSOLIDATION ANALYSIS; DRAIN INFLUENCE ZONE; GRANULAR COLUMNS; HORIZONTAL PERMEABILITY COEFFICIENT;

CONSOLIDATION; SOILS;

COMPOSITE GROUND; DIFFERENTIAL GOVERNING EQUATIONS; GRADUAL CHANGES; GRANULAR COLUMNS; HORIZONTAL PERMEABILITY COEFFICIENT; INFLUENCE ZONES; PERMEABILITY CHANGE; RADIAL DISTANCE; SOFT SOILS;

EID: 35448940956     PISSN: 08950563     EISSN: None     Source Type: Conference Proceeding    
DOI: 10.1061/40864(196)19     Document Type: Conference Paper

References (7)

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3. Wang, R-C. (2001) "Analytical studieds on the consolidation of soft clay ground improved by vertical drains or granular columns". Ph.D. Thesis, Zhejiang University (in Chinese).
4. Wang, X.-S., Jiao J.-J. (2004) "Analysis of soil consolidation by vertical drains with double porosity model". International journal for numerical and analytical methods in geomechanics, Willey, (28), 1385-1400.
5. Xie, K.-H. (1987) Sand drained ground: analytical and numerical solutions of consolidation and optimal design". Ph.D. Thesis, Zhejiang University (in Chinese).
6. Xie, K.-H., Gao, P., Xie, X.-Y. (2001) "Consolidation theory for soft clays reinforced by cement or granular columns". Computer Method and Advances in Geomechanics, Rotterdam Balkerma, 1263-1268.
7. th Asian Regional Conf. on Soil Mechanics and Geotechnical Engrg. 12ARC, Singapore, 4-8, (8).