Akira Murakami
- (2019): Space‐time finite element procedure with block‐iterative algorithm for dam‐reservoir‐soil interaction during earthquake loading. In: International Journal for Numerical Methods in Engineering, v. 120, n. 3 (25 Juni 2019).
- (1994): Identification Of Parameters Of Groundwater Flow Model By Extended Kalman Filter And Determination Of Pumping Rate Considering The Change Of Water Level. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1994, n. 505 ( 1994).
- (1990): Safety Assessment For Embankment Foundation Behavior Based On Back Analysis Results. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1990, n. 424 ( 1990).
- (1987): Back Analysis By Kalman Filter-finite Elements And A Determination Of Optimal Observed Points Location. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1987, n. 388 (Dezember 1987).
- (1995): Slope Angle Of The Heap Of Granular Materials. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1995, n. 511 (März 1995).
- (1997): Groundwater Model In Consideration Of Moving Boundaries In A Two-dimensional Analysis And Its Application To An Inverse Analysis. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1997, n. 568 (Juni 1997).
- (2019): Development of Resilient Breakwater against Earthquake and Tsunami. In: International Journal of Geomechanics, v. 19, n. 1 (Januar 2019).
- (2019): Seismic Active Resistance of a Tilted Cantilever Retaining Wall considering Adaptive Failure Mechanism. In: International Journal of Geomechanics, v. 19, n. 8 (August 2019).
- (1997): Dislocation, Vortex and Couple Stress In The Formation of Shear Bands Under Trap-Door Problems. In: Soils and Foundations, v. 37, n. 1 (März 1997).
- (1996): Deformation Analysis and Bearing Capacity of a Two-Layered Soil Deposit with a Surface Crust Considering Couple Stresses. In: Soils and Foundations, v. 36, n. 3 (September 1996).
- (1996): Connected Lattice Cellular-Automaton Particles: A Model for Pattern Formation in Vibrating Granular Media. In: Soils and Foundations, v. 36, n. 1 (März 1996).
- (2019): Experiments and FE-analysis of 2-D root-soil contact problems based on node-to-segment approach. In: Soils and Foundations, v. 59, n. 6 (Dezember 2019).
- (2019): Evaluation of liquefaction probability of earth-fill dam over next 50 years using geostatistical method based on CPT. In: Soils and Foundations, v. 59, n. 6 (Dezember 2019).
- (2018): Velocity-based time-discontinuous Galerkin space-time finite element method for elastodynamics. In: Soils and Foundations, v. 58, n. 2 (April 2018).
- (2014): The effects of block shape on the seismic behavior of dry-stone masonry retaining walls: A numerical investigation by discrete element modeling. In: Soils and Foundations, v. 54, n. 6 (Dezember 2014).
- (2014): Prediction of embankment behavior of regulating reservoir with foundation improved by vacuum consolidation method. In: Soils and Foundations, v. 54, n. 5 (Oktober 2014).
- (2012): Parameter identification for Cam-clay model in partial loading model tests using the particle filter. In: Soils and Foundations, v. 52, n. 2 (April 2012).
- (2010): Numerical Methods. In: Soils and Foundations, v. 50, n. 6 (Dezember 2010).
- (2010): Numerical Analysis of the Erosion and the Transport of Fine Particles within Soils Leading to the Piping Phenomenon. In: Soils and Foundations, v. 50, n. 4 (August 2010).
- (2018): Numerical analysis of coupled flows in porous and fluid domains by the Darcy-Brinkman equations. In: Soils and Foundations, v. 58, n. 5 (Oktober 2018).
- (2019): Prediction of long-term settlement and evaluation of pore water pressure using particle filter. In: Soils and Foundations, v. 59, n. 1 (Februar 2019).
- (2020): Space–time FEM with block-iterative algorithm for nonlinear dynamic fracture analysis of concrete gravity dam. In: Soil Dynamics and Earthquake Engineering, v. 131 (April 2020).
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