Akira Asaoka
- (2024): Elastoplastic finite element simulation of domino fault formation associated with tilting of highly structured ground. In: Soils and Foundations, v. 64, n. 5 (Oktober 2024).
- (2023): My road in search of elastoplastic soil mechanics. In: Soils and Foundations, v. 63, n. 3 (Juni 2023).
- (1994): Formation Of Air Bubbles In Sandy Soil During Seepage Process. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1994, n. 487 ( 1994).
- (1993): Monitored Design Decisions For The Mass Permeability Of Soils Applied To The Preloading Soil Works. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1993, n. 469 (Juni 1993).
- (2003): Delayed Compression Observed In The Land Subsidence Due To Dewatering. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 2003, n. 743 (September 2003).
- (2005): Deformation Analyses Of Piled Raft Foundation In Terms Of Settlement Reduction And Load Sharing Ratio. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 2005, n. 799 ( 2005).
- (1984): An Inverse Problem Approach to the Prediction of Multi-Dimensional Consolidation Behavior. In: Soils and Foundations, v. 24, n. 1 (März 1984).
- (1986): The Analysis of Failure of a Normally Consolidated Clay Foundation Under Embankment Loading. In: Soils and Foundations, v. 26, n. 2 (Juni 1986).
- (1987): Bearing Capacity Analysis of a Normally Consolidated Clay Foundation. In: Soils and Foundations, v. 27, n. 3 (September 1987).
- (1988): Analysis and Prediction of Consolidation Settlement of Normally Consolidated Clay Foundation Under Embankment Loading. In: Soils and Foundations, v. 28, n. 3 (September 1988).
- (1980): An Inverse Problem Approach to Settlement Prediction. In: Soils and Foundations, v. 20, n. 4 (Dezember 1980).
- (1978): Observational Procedure of Settlement Prediction. In: Soils and Foundations, v. 18, n. 4 (Dezember 1978).
- (1978): Dynamic Design Philosophy of Soils Based on the Bayesian Reliability Prediction. In: Soils and Foundations, v. 18, n. 4 (Dezember 1978).
- (1990): Coupling Analyses of Limiting Equilibrium State for Normally Consolidated and Lightly Overconsolidated Soils. In: Soils and Foundations, v. 30, n. 3 (September 1990).
- (1992): Prediction of the Partially Drained Behavior of Soft Clays Under Embankment Loading. In: Soils and Foundations, v. 32, n. 1 (März 1992).
- (1997): Effects of Changes in Geometry on The Linear Elastic Consolidation Deformation. In: Soils and Foundations, v. 37, n. 1 (März 1997).
- (1995): Annealable Behaviour of Saturated Clay: An Experiment and Simulation. In: Soils and Foundations, v. 35, n. 4 (Dezember 1995).
- (1995): Mass Permeability Concept in the Analysis of Treated Ground with Sand Drains. In: Soils and Foundations, v. 35, n. 3 (September 1995).
- (1995): Model Tests and Theoretical Analysis of Reinforced Soil Slopes with Facing Panels. In: Soils and Foundations, v. 35, n. 1 (März 1995).
- (1995): Imperfection-Sensitive Bifurcation of Cam-Clay under Plane Strain Compression with Undrained Boundaries. In: Soils and Foundations, v. 35, n. 1 (März 1995).
- (1998): Consolidation Deformation Behavior of Lightly and Heavily Overconsolidated Clay Foundations. In: Soils and Foundations, v. 38, n. 2 (Juni 1998).
- (1998): Delayed Compression and Progressive Failure of the Assembly of Crushed Mudstones Due to Slaking. In: Soils and Foundations, v. 38, n. 4 (Dezember 1998).
- (1998): Displacement/Traction Boundary Conditions Represented by Constraint Conditions on Velocity Field of Soil. In: Soils and Foundations, v. 38, n. 4 (Dezember 1998).
- (2000): Delayed Compression/Consolidation of Natural Clay Due to Degradation of Soil Structure. In: Soils and Foundations, v. 40, n. 3 (Juni 2000).
- (2000): Delayed Failure in Soft Clay Foundations. In: Soils and Foundations, v. 40, n. 1 (Februar 2000).
- (2002): An Elasto-plastic Description of Two Distinct Volume Change Mechanisms of Soils. In: Soils and Foundations, v. 42, n. 5 (Oktober 2002).
- (2013): Acceleration generation due to strain localization of saturated clay specimen based on dynamic soil–water coupled finite deformation analysis. In: Soils and Foundations, v. 53, n. 5 (Oktober 2013).
- (2011): Prediction of Settlement in Natural Deposited Clay Ground with Risk of Large Residual Settlement Due to Embankment Loading. In: Soils and Foundations, v. 51, n. 1 (Februar 2011).
- (2009): Co-Seismic and Post-Seismic Behavior of an Alternately Layered Sand-Clay Ground and Embankment System Accompanied by Soil Disturbance. In: Soils and Foundations, v. 49, n. 5 (Oktober 2009).
- (1982): Bayesian calibration of embankment safety under earthquake loading. In: Structural Safety, v. 1, n. 1 (Januar 1982).
Structurae kooperiert mit
