Theory of one dimensional consolidation of two-layered soil with partially drained boundaries

Computers and Geotechnics

Volumn 24, Issue 4, 1999, Pages 265-278

  Xie, Kang He ^a   Xie, Xin Yu ^a   Gao, Xiang ^a  

^a ZHEJIANG UNIVERSITY   (China)

Author keywords

Analytical solution; Consolidation; Partially drained boundaries; Stratification

Indexed keywords

CONSOLIDATION; NUMERICAL ANALYSIS; PROBLEM SOLVING;

PARTIALLY DRAINED BOUNDARIES; TWO-LAYERED SOILS;

SOIL MECHANICS;

CONSOLIDATION; DRAINED TEST; STRATIFICATION;

EID: 0032869029     PISSN: 0266352X     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0266-352X(99)00012-9     Document Type: Article

References (5)

1. Gray H. Simultaneous consolidation of contiguous layers of unlike compressible soils. Trans. ASCE. 110:1945;1327-1356.
2. Schiffman R.L., Stein J.R. One-dimensional consolidation of layered systems. JSMFD ASCE. 96(4):1970;1499-1504.
3. Lee P.K.K., Xie K.H., Cheung Y.K. A study on one dimensional consolidation of layered systems. Int. Journal of Numerical and Analytical Methods in Geomechanics. 16:1992;815-831.
4. Xie K.H. Theory of one dimensional consolidation of double-layered ground and its applications. Chinese J. of Geotechnical Engrg. 16(5):1994;26-38. (in Chinese).
5. Xie K.H., Pan Q.Y. Theory of one dimensional consolidation of layered soils under variable loading. Chinese J. of Geotechnical Engrg. 17(5):1995;80-85. (in Chinese).