Xiaowei Tang 
- (2023): Application of mesh adaptive technology combined with adaptive time stepping technology under strong earthquake liquefaction. In: Soil Dynamics and Earthquake Engineering, v. 173 (Oktober 2023).
- (2023): Microstructural based constitutive modeling and subsurface microhardness prediction in machining of network-structured TiBw/TA15 composites. In: Composite Structures, v. 305 (Februar 2023).
- (2023): The Spatial Distribution of Microbially Induced Carbonate Precipitation in Sand Column with Different Grouting Strategies. In: Journal of Materials in Civil Engineering (ASCE), v. 35, n. 2 (Februar 2023).
- (2022): Visualization Investigation of the Plugging Effect on Open-Ended Pipe Pile Jacked in Transparent Sand. In: International Journal of Geomechanics, v. 22, n. 10 (Oktober 2022).
- (2021): Improvement of durability of porous perlite geopolymer-based thermal insulation material under hot and humid environment. In: Construction and Building Materials, v. 313 (Dezember 2021).
- (2022): A decoupled Arbitrary Lagrangian-Eulerian method for large deformation analysis of saturated sand. In: Soils and Foundations, v. 62, n. 2 (April 2022).
- (2021): A New Spatial Deformation Measurement Method Using 3D Reconstruction Technology during Pile Penetration. In: KSCE Journal of Civil Engineering, v. 25, n. 11 (August 2021).
- (2004): A Posteriori Error Estimate And H-adaptive FE Analysis Of Liquefaction With Large Deformation. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 2004, n. 778 (Dezember 2004).
- (2021): Predicting lateral displacement caused by seismic liquefaction and performing parametric sensitivity analysis: Considering cumulative absolute velocity and fine content. In: Frontiers of Structural and Civil Engineering, v. 15, n. 2 (April 2021).
- (2020): Influences of low fines content and fines mixing ratio on the undrained static shear strength of sand–silt–clay mixtures. In: European Journal of Environmental and Civil Engineering, v. 26, n. 9 (Dezember 2020).
- (2020): Model Tests of Jacked-Pile Penetration into Sand Using Transparent Soil and Incremental Particle Image Velocimetry. In: KSCE Journal of Civil Engineering, v. 24, n. 4 (März 2020).
- (2013): Numerical simulation on seismic liquefaction by adaptive mesh refinement due to two recovered fields in error estimation. In: Soil Dynamics and Earthquake Engineering, v. 49 (Juni 2013).
- (2005): H-adaptivity applied to liquefiable soil in nonlinear analysis of soil–pile interaction. In: Soil Dynamics and Earthquake Engineering, v. 25, n. 7-10 (August 2005).
- (2008): Adaptive element free Galerkin method applied to analysis of earthquake induced liquefaction. In: Earthquake Engineering and Engineering Vibration, v. 7, n. 2 (Juni 2008).
- (2019): Experimental Study on Unconfined Compressive and Cyclic Behaviors of Mucky Silty Clay with Different Clay Contents. In: International Journal of Civil Engineering, v. 17, n. 6 (März 2019).
- (2016): A slurry consolidation method for reconstitution of triaxial specimens. In: KSCE Journal of Civil Engineering, v. 21, n. 1 (Mai 2016).
- (2014): Influence of drying/wetting cycles on the mechanical cyclic behaviours of silty clay. In: European Journal of Environmental and Civil Engineering, v. 19, n. 7 (Oktober 2014).
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