Equal strain consolidation by vertical drains

Journal of Geotechnical and Geoenvironmental Engineering

Volumn 130, Issue 3, 2004, Pages 316-327

  Leo, Chin Jian ^a  

^a UNIVERSITY OF WESTERN SYDNEY   (Australia)

Author keywords

Computer applications; Consolidation; Pore pressure; Soft soils; Soil improvement; Vertical drain; Wick drains

Indexed keywords

DRAINAGE; PERSONAL COMPUTERS; SOILS; SOLUTIONS; STRAIN;

COMPRESSIBLE SOILS; VERTICAL DRAINS;

GEOTECHNICAL ENGINEERING;

CONSOLIDATION; DRAIN; PRELOADING; SOIL IMPROVEMENT; SOIL MECHANICS; STRAIN ANALYSIS;

EID: 1642279654     PISSN: 10900241     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)1090-0241(2004)130:3(316)     Document Type: Article

References (4)

1. Barron, R. A. (1948). "Consolidation of fine-grained soils by drain wells." Trans. Am. Soc. Civ. Eng., 113, 718-742.
2. Eriksson, U., Hansbo, S., and Torstensson, B. A. (2000). "Soil improvement at Stockholm-Arlanda airport." Ground Improvement, 4, 73-80.
3. Hansbo, S. (1981). "Consolidation of fine-grained soils by prefabricated drains." Proc., l0th Int. Conf. on Soil Mechanics and Foundation Engineering, Balkema, Rotterdann, The Netherlands, 3, 677-682.
4. Yoshikuni, H., and Nakanodo, H. (1974). "Consolidation of soils by vertical drains with finite permeability." Jpn. Soc. Soil Mech. Found. Eng., 14(2), 35-46.