Ga Zhang 
- (2024): A new macro- and micro- coupling model of barrier dam soil. In: Construction and Building Materials, v. 440 (August 2024).
- (2024): Centrifuge Model Test Study of Structuralized Cemented Slopes under Excavation Conditions. In: International Journal of Geomechanics, v. 24, n. 3 (März 2024).
- (2024): Centrifuge modeling of pile-supported embankment on soft soil base for highway widening. In: Soils and Foundations, v. 64, n. 1 (Februar 2024).
- (2023): Centrifuge Modeling of Drying–Wetting Cycle Effect on Soil Slopes. In: International Journal of Geomechanics, v. 23, n. 9 (September 2023).
- (2023): Centrifuge model test study on micro-pile reinforcement of shallow foundation. In: Soils and Foundations, v. 63, n. 3 (Juni 2023).
- (2010): Drained Deformation Behavior of Anisotropic Sands during Cyclic Rotation of Principal Stress Axes. In: Journal of Geotechnical and Geoenvironmental Engineering, v. 136, n. 11 (November 2010).
- (2021): Damage analysis of the cut-off wall in a landslide dam based on centrifuge and numerical modeling. In: Computers and Geotechnics, v. 130 (Februar 2021).
- (2009): Numerical modeling of soil–structure interface of a concrete-faced rockfill dam. In: Computers and Geotechnics, v. 36, n. 5 (Juni 2009).
- (2017): Progressive Failure Behavior and Mechanism of Soil Slopes under Dynamic Loading Conditions. In: International Journal of Geomechanics, v. 17, n. 4 (April 2017).
- (2017): Numerical Modeling of Failure Process of Soil Slopes. In: International Journal of Geomechanics, v. 17, n. 4 (April 2017).
- (2018): Centrifuge Model Test Study on Failure Behavior of Soil Slopes Overlying the Bedrock. In: International Journal of Geomechanics, v. 18, n. 11 (November 2018).
- (2020): Large-Scale Test Study on the Three-Dimensional Behavior of the Gravel–Concrete Interface of a CFR Dam. In: International Journal of Geomechanics, v. 20, n. 6 (Juni 2020).
- (2021): On the Soil Slope Failure Mechanism Considering the Mutual Effect of Bedrock and Drawdown. In: International Journal of Geomechanics, v. 21, n. 2 (Februar 2021).
- (2017): Simplified evaluation on the stability level of pile-reinforced slopes. In: Soils and Foundations, v. 57, n. 4 (August 2017).
- (2006): Monotonic and Cyclic Tests of Interface between Structure and Gravelly Soil. In: Soils and Foundations, v. 46, n. 4 (August 2006).
- (2014): Failure behavior and mechanism of slopes reinforced using soil nail wall under various loading conditions. In: Soils and Foundations, v. 54, n. 6 (Dezember 2014).
- (2007): Modeling of Gravelly Soil with Multiple Lithologic Components and its Application. In: Soils and Foundations, v. 47, n. 4 (August 2007).
- (2008): Unified Modeling of Monotonic and Cyclic Behavior of Interface Between Structure and Gravelly Soil. In: Soils and Foundations, v. 48, n. 2 (April 2008).
- (2009): Large-Scale Monotonic and Cyclic Tests of Interface Between Geotextile and Gravelly Soil. In: Soils and Foundations, v. 49, n. 1 (Februar 2009).
- (2013): Centrifuge model tests of deformation and failure of nailing-reinforced slope under vertical surface loading conditions. In: Soils and Foundations, v. 53, n. 1 (Februar 2013).
- (2012): Effect study of cracks on behavior of soil slope under rainfall conditions. In: Soils and Foundations, v. 52, n. 4 (August 2012).
- (2011): Centrifuge Model Tests on a Cohesive Soil Slope Under Excavation Conditions. In: Soils and Foundations, v. 51, n. 5 (Oktober 2011).
- (2010): Nail Reinforcement Mechanism of Cohesive Soil Slopes Under Earthquake Conditions. In: Soils and Foundations, v. 50, n. 4 (August 2010).
- (2018): Influence mechanism of vertical-horizontal combined loads on the response of a single pile in sand. In: Soils and Foundations, v. 58, n. 5 (Oktober 2018).
- (2020): Centrifuge modeling of soil slopes overlying bedrock under excavation conditions. In: Soils and Foundations, v. 60, n. 4 (August 2020).
- (2014): Analysis of the effect of the loading path on the failure behaviour of slopes. In: KSCE Journal of Civil Engineering, v. 18, n. 7 (Juli 2014).
- (2010): Three-dimensional seismic response analysis of a concrete-faced rockfill dam on overburden layers. In: Frontiers of Architecture and Civil Engineering in China, v. 4, n. 2 (Mai 2010).
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