A study on one-dimensional nonlinear consolidation of double-layered soil

Computers and Geotechnics

Volumn 29, Issue 2, 2002, Pages 151-168

  Xie, Kang He ^a   Xie, Xin Yu ^a   Jiang, Wen ^a  

^a ZHEJIANG UNIVERSITY   (China)

Author keywords

Analytical solution; Double layered soil; Non linear consolidation theory; Time dependent loading

Indexed keywords

COMPRESSIBILITY; NONLINEAR PROGRAMMING; SOILS;

DOUBLE-LAYERED SOIL;

GEOTECHNICAL ENGINEERING;

CONSOLIDATION; NONLINEARITY; SOIL MECHANICS;

EID: 0036144018     PISSN: 0266352X     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0266-352X(01)00017-9     Document Type: Article

References (16)

1. Consolidation of soil under time-dependent loading and varying permeability
2. A non-linear theory of consolidation
3. Consolidation of normally consolidated clay
4. The consolidation of saturated clay with variable permeability and compressibility
5. Consolidation of clay and peat with variable properties
6. The theory of one-dimensional soil consolidation of saturated clays: I Finite non-linear consolidation of thin homogeneous layers
7. The theory of one-dimensional soil consolidation of saturated clays: II Finite non-linear consolidation of thick homogeneous layers
8. Theory of consolidation for clays
9. A nonlinear theory of consolidation under time-dependent loading
10. Limitations of conventional analysis of consolidation settlement
11. Simultaneous consolidation of contiguous layers of unlike compressible soils
12. One-dimensional consolidation of layered system
13. A study on one dimensional consolidation of layered systems
14. Theory of one dimensional consolidation of double-layered ground and its applications
15. Theory of one dimensional consolidation of layered soils under variable loading
16. Theory of one-dimensional consolidation of two-layered soil with partially drained boundaries