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RISClosure to “<i>Compression and Extension of K0 Normally Consolidated Kaolin Clay</i>” by J. H. Atkinson, D. Richardson, and P. J. Robinson (December, 1987, Vol. 113, No. 12)
Publisher: American Society of Civil Engineers
Compression and Extension of K0 Normally Consolidated Kaolin Clay
Publisher: American Society of Civil Engineers
Abstract: Theories for soil deformation and strength have generally been developed from tests on isotropically consolidated samples. However, evidence from tests on anisotropically consolidated reconstituted soils and natural soils ...