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		Influence of Infiltration onPeriodic Re-Activation of Slow Movements in an Overconsolidated Clay Slope by Tommasi, Paolo Boldini, Daniela Source: Canadian Geotechnical Journal Material type: Article; Format: print Availability: Items available for loan: Engr Abul Kalam Library (1). Request article
		Effect of Overconsolidation and Anisotropy of Kaolin Clay Using True Triaxial Testing by Prashant, Amit Penumadu, Dayakar Source: Soils and Foundations Material type: Article; Format: print Availability: Items available for loan: Engr Abul Kalam Library (1). Request article
		Step-Changed Strain Rate Effect onStress-Strain Relations of Clay and A Constitutive Modeling by Oka, Fusao Kodaka, Takeshi Kimoto, A Source: Soils and Foundations Material type: Article; Format: print Availability: Items available for loan: Engr Abul Kalam Library (1). Request article
		Applicability of Shansep Method to Six Different Natural Clays, Using Triaxial and Direct Shear Tests by Tanaka, Hiroyuki Tanaka, Masanori Source: Soils and Foundations Material type: Article; Format: print Availability: Items available for loan: Engr Abul Kalam Library (1). Request article
		Comparison of Mechanical Behavior of Two Overconsolidated Clays: Yamashita and Louiseville Clays by Tanaka, Hiroyuki Shiwa, M Mishima, Osamu Source: Soils and Foundations Material type: Article; Format: print Availability: Items available for loan: Engr Abul Kalam Library (1). Request article
		Soil-Water Couplec Behavior of Heavily Overconsolidated Clay Near / At Critical State. by Asaoka, Akira Nakano, Masaki Noda, toshihiro Source: Soils and Foundations Material type: Article; Format: print Availability: Items available for loan: Engr Abul Kalam Library (1). Request article

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