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THREE DIMENSIONAL ORTHOTROPIC CONSOLIDATION MODEL FOR WELL POINT NETWORKS
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References7
Biot, M. (1941). General theory of three dimensional consolidation. Journal of Applied Physics;
Terzaghi, K.; Peck, B. M. G. (1995). Soil Mechanics in Engineering Practice (Third Edition). New York: John Wiley & Sons, Inc;
BS 1377-6: 1990 Incorporating Amendement No. 1 Methods of test for Soils for civil engineering purposes — Part 6: Consolidation and permeability tests in hydraulic cells and with pore pressure measurement;
Barron R.A. (1948) Consolidation of fine-grained soils by drain wells. A.S.C.E. No. 1346, Trans. Am. Soc. Civil. Eng. 113;
Carter, J.P.; Booker, J. Consolidation of axi-symmetric bodies subjected to non axi- symmetric loading. International Journal for Numerical and Analytical Methods in Geomechanics;
Carter, J.P.; Small, J. B. J. A theory of finite elastic consolidation. International Journal of Solids Structures;
Head, K. Manual of soil laboratory testing.
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