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Akira Asaoka

La bibliographie suivante contient toutes les publications répertoriées dans la base de données qui sont reliées à ce nom en tant qu'auteur, éditeur ou collaborateur.

  1. Asaoka, Akira (2023): My road in search of elastoplastic soil mechanics. Dans: Soils and Foundations, v. 63, n. 3 (juin 2023).

    https://doi.org/10.1016/j.sandf.2023.101294

  2. Kodaka, Takeshi / Asaoka, Akira (1994): Formation Of Air Bubbles In Sandy Soil During Seepage Process. Dans: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1994, n. 487 ( 1994).

    https://doi.org/10.2208/jscej.1994.487_129

  3. Asaoka, Akira / Nakano, Masaki / Matsuo, Minoru (1993): Monitored Design Decisions For The Mass Permeability Of Soils Applied To The Preloading Soil Works. Dans: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1993, n. 469 (juin 1993).

    https://doi.org/10.2208/jscej.1993.469_45

  4. Kaneda, Kazuhiro / Yamada, Shotaro / Asaoka, Akira (2003): Delayed Compression Observed In The Land Subsidence Due To Dewatering. Dans: 土木学会論文集 (Doboku Gakkai rombunshū), v. 2003, n. 743 (septembre 2003).

    https://doi.org/10.2208/jscej.2003.743_89

  5. Noda, Toshihiro / Tashiro, Mutsumi / Takaine, Toshihiro / Asaoka, Akira (2005): Deformation Analyses Of Piled Raft Foundation In Terms Of Settlement Reduction And Load Sharing Ratio. Dans: 土木学会論文集 (Doboku Gakkai rombunshū), v. 2005, n. 799 ( 2005).

    https://doi.org/10.2208/jscej.2005.799_37

  6. Asaoka, Akira / Matsuo, Minoru (1984): An Inverse Problem Approach to the Prediction of Multi-Dimensional Consolidation Behavior. Dans: Soils and Foundations, v. 24, n. 1 (mars 1984).

    https://doi.org/10.3208/sandf1972.24.49

  7. Asaoka, Akira / Misumi, Koji (1988): Analysis and Prediction of Consolidation Settlement of Normally Consolidated Clay Foundation Under Embankment Loading. Dans: Soils and Foundations, v. 28, n. 3 (septembre 1988).

    https://doi.org/10.3208/sandf1972.28.3_35

  8. Asaoka, Akira / Ohtsuka, Satoru (1987): Bearing Capacity Analysis of a Normally Consolidated Clay Foundation. Dans: Soils and Foundations, v. 27, n. 3 (septembre 1987).

    https://doi.org/10.3208/sandf1972.27.3_58

  9. Asaoka, Akira / Ohtsuka, Satoru (1986): The Analysis of Failure of a Normally Consolidated Clay Foundation Under Embankment Loading. Dans: Soils and Foundations, v. 26, n. 2 (juin 1986).

    https://doi.org/10.3208/sandf1972.26.2_47

  10. Asaoka, Akira / Matsuo, Minoru (1980): An Inverse Problem Approach to Settlement Prediction. Dans: Soils and Foundations, v. 20, n. 4 (décembre 1980).

    https://doi.org/10.3208/sandf1972.20.4_53

  11. Matsuo, Minoru / Asaoka, Akira (1978): Dynamic Design Philosophy of Soils Based on the Bayesian Reliability Prediction. Dans: Soils and Foundations, v. 18, n. 4 (décembre 1978).

    https://doi.org/10.3208/sandf1972.18.4_1

  12. Asaoka, Akira (1978): Observational Procedure of Settlement Prediction. Dans: Soils and Foundations, v. 18, n. 4 (décembre 1978).

    https://doi.org/10.3208/sandf1972.18.4_87

  13. Asaoka, Akira / Ohtsuka, Satoru / Matsuo, Minoru (1990): Coupling Analyses of Limiting Equilibrium State for Normally Consolidated and Lightly Overconsolidated Soils. Dans: Soils and Foundations, v. 30, n. 3 (septembre 1990).

    https://doi.org/10.3208/sandf1972.30.3_109

  14. Asaoka, Akira / Nakano, Masaki / Matsuo, Minoru (1992): Prediction of the Partially Drained Behavior of Soft Clays Under Embankment Loading. Dans: Soils and Foundations, v. 32, n. 1 (mars 1992).

    https://doi.org/10.3208/sandf1972.32.41

  15. Asaoka, Akira / Noda, Toshihiro / Fernando, G. S. K. (1997): Effects of Changes in Geometry on The Linear Elastic Consolidation Deformation. Dans: Soils and Foundations, v. 37, n. 1 (mars 1997).

    https://doi.org/10.3208/sandf.37.29

  16. Asaoka, Akira / Nakano, Masaki / Noda, Toshihiro (1995): Annealable Behaviour of Saturated Clay: An Experiment and Simulation. Dans: Soils and Foundations, v. 35, n. 4 (décembre 1995).

    https://doi.org/10.3208/sandf.35.4_9

  17. Asaoka, Akira / Nakano, Masaki / Fernando, G. S. K. / Nozu, Mitsuo (1995): Mass Permeability Concept in the Analysis of Treated Ground with Sand Drains. Dans: Soils and Foundations, v. 35, n. 3 (septembre 1995).

    https://doi.org/10.3208/sandf.35.43

  18. Kodaka, Takeshi / Asaoka, Akira / Pokharel, Gyaneswor (1995): Model Tests and Theoretical Analysis of Reinforced Soil Slopes with Facing Panels. Dans: Soils and Foundations, v. 35, n. 1 (mars 1995).

    https://doi.org/10.3208/sandf1972.35.133

  19. Asaoka, Akira / Noda, Toshihiro (1995): Imperfection-Sensitive Bifurcation of Cam-Clay under Plane Strain Compression with Undrained Boundaries. Dans: Soils and Foundations, v. 35, n. 1 (mars 1995).

    https://doi.org/10.3208/sandf1972.35.83

  20. Asaoka, Akira / Noda, Toshihiro / Fernando, G. S. K. (1998): Consolidation Deformation Behavior of Lightly and Heavily Overconsolidated Clay Foundations. Dans: Soils and Foundations, v. 38, n. 2 (juin 1998).

    https://doi.org/10.3208/sandf.38.2_75

  21. Nakano, Masaki / Asaoka, Akira / Constantinescu, Dan T. (1998): Delayed Compression and Progressive Failure of the Assembly of Crushed Mudstones Due to Slaking. Dans: Soils and Foundations, v. 38, n. 4 (décembre 1998).

    https://doi.org/10.3208/sandf.38.4_183

  22. Asaoka, Akira / Noda, Toshihiro / Kaneda, Kazuhiro (1998): Displacement/Traction Boundary Conditions Represented by Constraint Conditions on Velocity Field of Soil. Dans: Soils and Foundations, v. 38, n. 4 (décembre 1998).

    https://doi.org/10.3208/sandf.38.4_173

  23. Asaoka, Akira / Nakano, Masaki / Noda, Toshihiro / Kaneda, Kazuhiro (2000): Delayed Compression/Consolidation of Natural Clay Due to Degradation of Soil Structure. Dans: Soils and Foundations, v. 40, n. 3 (juin 2000).

    https://doi.org/10.3208/sandf.40.3_75

  24. Noda, Toshihiro / Fernando, G. S. K. / Asaoka, Akira (2000): Delayed Failure in Soft Clay Foundations. Dans: Soils and Foundations, v. 40, n. 1 (février 2000).

    https://doi.org/10.3208/sandf.40.85

  25. Asaoka, Akira / Noda, Toshihiro / Yamada, Eiji / Kaneda, Kazuhiro / Nakano, Masaki (2002): An Elasto-plastic Description of Two Distinct Volume Change Mechanisms of Soils. Dans: Soils and Foundations, v. 42, n. 5 (octobre 2002).

    https://doi.org/10.3208/sandf.42.5_47

  26. Noda, Toshihiro / Xu, Binbin / Asaoka, Akira (2013): Acceleration generation due to strain localization of saturated clay specimen based on dynamic soil–water coupled finite deformation analysis. Dans: Soils and Foundations, v. 53, n. 5 (octobre 2013).

    https://doi.org/10.1016/j.sandf.2013.08.004

  27. Tashiro, Mutsumi / Noda, Toshihiro / Inagaki, Motohiro / Nakano, Masaki / Asaoka, Akira (2011): Prediction of Settlement in Natural Deposited Clay Ground with Risk of Large Residual Settlement Due to Embankment Loading. Dans: Soils and Foundations, v. 51, n. 1 (février 2011).

    https://doi.org/10.3208/sandf.51.133

  28. Noda, Toshihiro / Takeuchi, Hidekatsu / Nakai, Kentaro / Asaoka, Akira (2009): Co-Seismic and Post-Seismic Behavior of an Alternately Layered Sand-Clay Ground and Embankment System Accompanied by Soil Disturbance. Dans: Soils and Foundations, v. 49, n. 5 (octobre 2009).

    https://doi.org/10.3208/sandf.49.739

  29. Takaine, Toshihiro / Tashiro, Mutsumi / Shiina, Takahiko / Noda, Toshihiro / Asaoka, Akira (2010): Predictive Simulation of Deformation and Failure of Peat-Calcareous Soil Layered Ground Due to Multistage Test Embankment Loading. Dans: Soils and Foundations, v. 50, n. 2 (avril 2010).

    https://doi.org/10.3208/sandf.50.245

  30. Matsuo, Minoru / Asaoka, Akira (1982): Bayesian calibration of embankment safety under earthquake loading. Dans: Structural Safety, v. 1, n. 1 (janvier 1982).

    https://doi.org/10.1016/0167-4730(82)90014-5

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