Jian-min Zhang
- Predictions of seismic response for sheet-pile wall in liquefiable deposit within LEAP 2022 using the CycLiq constitutive model. In: Soil Dynamics and Earthquake Engineering, v. 178 (März 2024). (2024):
- A stepwise artificial boundary condition for wave propagation in elasto-plastic media. In: Soil Dynamics and Earthquake Engineering, v. 165 (Februar 2023). (2023):
- Numerical modeling of soil–structure interface of a concrete-faced rockfill dam. In: Computers and Geotechnics, v. 36, n. 5 (Juni 2009). (2009):
- A Simplified Method for Evaluating The Effectiveness of Compaction Piles In Sands Containing Fines. In: Soils and Foundations, v. 37, n. 1 (März 1997). (1997):
- Simplified Estimation of Earthquake-Induced Settlements in Saturated Sand Deposits. In: Soils and Foundations, v. 36, n. 1 (März 1996). (1996):
- Transient Shear Strength of Saturated Sand under Cyclic Loading Considering Strain-Rate Effect. In: Soils and Foundations, v. 34, n. 4 (Dezember 1994). (1994):
- Seismic Earth Pressure Theory for Retaining Walls Under any Lateral Displacement. In: Soils and Foundations, v. 38, n. 2 (Juni 1998). (1998):
- Unified Modeling of Monotonic and Cyclic Behavior of Interface Between Structure and Gravelly Soil. In: Soils and Foundations, v. 48, n. 2 (April 2008). (2008):
- Numerical analysis of LEAP centrifuge tests on sloping liquefiable ground: Influence of dilatancy and post-liquefaction shear deformation. In: Soil Dynamics and Earthquake Engineering, v. 137 (Oktober 2020). (2020):
- Seismic performance of block-type quay walls with liquefiable calcareous sand backfill. In: Soil Dynamics and Earthquake Engineering, v. 132 (Mai 2020). (2020):
- Simulation and Experiments of Aerated Flow in Curve-Connective Tunnel with High Head and Large Discharge. In: International Journal of Civil Engineering, v. 14, n. 1 (Januar 2016). (2016):