Akira Asaoka
- (1992): The Study On Undrained Bearing Capacity Of Composite Ground. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1992, n. 448 (June 1992).
- (1998): Stability Of Sheet Pile Supported Excavations Through The Seepage Failure Analysis. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1998, n. 596 (June 1998).
- (1999): Time Dependent Earth Pressure Behavior In Supported Excavation. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1999, n. 617 ( 1999).
- (1983): A Simplified Procedure for Probability-Based ϕ= 0 Stability Analysis. In: Soils and Foundations, v. 23, n. 1 (March 1983).
- (1977): Probability Models of Undrained Strength of Marine Clay Layer. In: Soils and Foundations, v. 17, n. 3 (September 1977).
- (1976): A Statistical Study on a Conventional "Safety Factor Method". In: Soils and Foundations, v. 16, n. 1 (March 1976).
- (1992): Seepage Failure Experiments and their Analyses of Loose and Medium Dense Sands. In: Soils and Foundations, v. 32, n. 3 (September 1992).
- (1994): Stability Analysis of Reinforced Soil Structures Using Rigid Plastic Finite Element Method. In: Soils and Foundations, v. 34, n. 1 (March 1994).
- (1994): Soil-Water Coupled Behaviour of Saturated Clay Near/At Critical State. In: Soils and Foundations, v. 34, n. 1 (March 1994).
- (1997): Soil-Water Coupled Behavior of Heavily Overconsolidated Clay Near/At Critical State. In: Soils and Foundations, v. 37, n. 1 (March 1997).
- (1994): Undrained Shear Strength of Clay Improved with Sand Compaction Piles. In: Soils and Foundations, v. 34, n. 4 (December 1994).
- (1999): Progressive Failure of Heavily Overconsolidated Clays. In: Soils and Foundations, v. 39, n. 2 (April 1999).
- (2000): Superloading Yield Surface Concept For Highly Structured Soil Behavior. In: Soils and Foundations, v. 40, n. 2 (April 2000).
- (2001): Time-Dependent Mechanical Behavior of "Assembly of Crushed Mudstones". In: Soils and Foundations, v. 41, n. 2 (April 2001).
- (2007): Some Bearing Capacity Characteristics of a Structured Naturally Deposited Clay Soil. In: Soils and Foundations, v. 47, n. 2 (April 2007).
- (2008): Soil-Water Coupled Finite Deformation Analysis Based on a Rate-Type Equation of Motion Incorporating the SYS Cam-Clay Model. In: Soils and Foundations, v. 48, n. 6 (December 2008).
- (2010): Proposal of a Simple Method for Assessing the Susceptibility of Naturally Deposited Clay Grounds to Large Long-Term Settlement due to Embankment Loading. In: Soils and Foundations, v. 50, n. 1 (February 2010).
Structurae cooperates with
