Field behavior of mixed slurry wall (MSW) under vacuum preloading

Geotechnical Special Publication

Volumn , Issue 152, 2006, Pages 185-192

  Mo, H H ^a   Zhang, G X ^a   Dong, Z L ^b  

^a SOUTH CHINA UNIVERSITY OF TECHNOLOGY   (China)

^b Guangzhou Sihang Institute of Engineering Technology   (China)

Author keywords

[No Author keywords available]

Indexed keywords

COMPUTATIONAL METHODS; HYDRAULIC CONDUCTIVITY; PORE PRESSURE; SHEAR STRENGTH; SOILS; WALL FLOW; FLOW OF FLUIDS; SOIL TESTING;

MIXED SLURRY WALL (MSW); SOFT SOIL; VACUUM PRELOADING;

SLURRIES; PILES;

CONSOLIDATION MECHANISMS; DARCY LAW; EXCESS PORE PRESSURE; FIELD TEST; PHYSICAL AND MECHANICAL PROPERTIES; SAND LAYER; SEALING EFFECT; SLURRY WALLS; SOFT SOILS; VACUUM PRELOADING;

EID: 35448960860     PISSN: 08950563     EISSN: None     Source Type: Conference Proceeding    
DOI: 10.1061/40864(196)25     Document Type: Conference Paper

References (5)

1. Kjellman, W. (1952). "Consolidation of clay by mean of atmospheric pressure". Conference on soil stabilization, MIT.
2. Hu, L.W. and Wang Y.P. (2005). "Test study and application technique for airtight of mixed silt wall under vacuum preloading." J. Rock and Soil Mechanics, 26(3), 427-431 (in Chinese).
3. Lou, Y. (2002). Technology of consolidation by vacuum preloading, China Communications Press, Beijing, (in Chinese).
4. Zhang, G.X., Dong, Z.L., Mo, H.H. and Zhao, J.G. (2005). "Measurement and analysis of vacuity under vacuum preloading." J. South China Univ. of Tech., 33(10), 57-61 (in Chinese).
5. Cai, N.S., Ke, C.H., Dong, Z.L. Zhang, G.X., Mo, H.H. and Zhang, F. (2005). "Sealing technique of vacuum preloading under special conditions." J. Port and Waterway Engineering, (9), 118-121 (in Chinese).