Weibing Gong
- Prediction of stratified ground consolidation via a physics‐informed neural network utilizing short‐term excess pore water pressure monitoring data. In: Computer-Aided Civil and Infrastructure Engineering. :
- Analysis of Time-Dependent Bearing Capacity of a Driven Pile in Clayey Soils by Total Stress Method. In: International Journal of Geomechanics, v. 17, n. 7 (Juli 2017). (2017):
- Unified Solution to Drained Expansion of a Spherical Cavity in Clay and Sand. In: International Journal of Geomechanics, v. 17, n. 8 (August 2017). (2017):
- Effects of Clay Creep on Long-Term Load-Carrying Behaviors of Bored Piles: Aiming at Reusing Existing Bored Piles. In: International Journal of Geomechanics, v. 20, n. 8 (August 2020). (2020):
- Prediction of nonlinear vertical settlement of a pile group consisting of new and existing displacement piles in clay strata. In: Soils and Foundations, v. 59, n. 5 (Oktober 2019). (2019):
- Analysis of nonlinear load-displacement behaviour of pile groups in clay considering installation effects. In: Soils and Foundations, v. 60, n. 4 (August 2020). (2020):
- Service life of prestressed high-strength concrete pile in marine environment considering effects of concrete stratification and temperature. In: Construction and Building Materials, v. 253 (August 2020). (2020):
- Prediction on service life of concrete pipeline buried in chlorinated environment under nonuniformly distributed earth pressure. In: Construction and Building Materials, v. 243 (Mai 2020). (2020):
- An analytical solution for settlement of jacked piles considering pile installation effects. In: European Journal of Environmental and Civil Engineering, v. 26, n. 1 (Oktober 2019). (2019):
- Drained Elastoplastic Solution for Cylindrical Cavity Expansion in K0-Consolidated Anisotropic Soil. In: Journal of Engineering Mechanics (ASCE), v. 143, n. 11 (November 2017). (2017):