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		Single-Crystal Organic Charge-Transfer Interfaces Probed Using Schottky-Gated Heterostructures by Lezama, Ignacio Gutierrez Minder, Nikolas A Nakano, Masaki Chen, Zhihua Source: Nature Materials Material type: Article; Format: print Availability: Items available for loan: Engr Abul Kalam Library (1). Request article
		Simulation of Shear and one -Dimensional Compression Behavior of Naturally Deposited Clays By Super/Subloading Yield Surface Cam-Clay Model by Nakano, Masaki Nakai, Kentaro Source: Soils and Foundations Material type: Article; Format: print Availability: Items available for loan: Engr Abul Kalam Library (1). Request article
		Progressive Consolidation Settlement of Naturally Deposited Clayey Soil Under Embankment Loading by Noda, toshihiro Asaoka, Akira Nakano, Masaki Source: Soils and Foundations Material type: Article; Format: print Availability: Items available for loan: Engr Abul Kalam Library (1). Request article
		Delayed Compression / Consolidation of Natural Clay Due to Degradation of Soil Structure. 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
		Superloading Yield Surface Concepts for Highly Strutured Soil Behavior. by Asaoka, Akira Nakano, Masaki Source: Soils and Foundations Material type: Article; Format: print Availability: Items available for loan: Engr Abul Kalam Library (1). Request article
		Progressive Failure of Heavily Overconsolidated Clays. by Asaoka, Akira Nakano, Masaki Noda, toshihiro Takaine, toshihiro Source: Soils and Foundations Material type: Article; Format: print Availability: Items available for loan: Engr Abul Kalam Library (1). Request article
		Delayed Compression and Progressive Failure ofAssembly of Crushed Mudstones Due to Slaking. by Nakano, Masaki 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
		Mass Permeability Concept InAnalysis O Treated Ground with Sand Drains. by Asaoka, Akira Nakano, Masaki Fernando, G. S. K Source: Soils and Foundations Material type: Article; Format: print Availability: Items available for loan: Engr Abul Kalam Library (1). Request article
		Annealable Behaviour of Saturated Clay: An Experiment and Simulation. 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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