publication venue for
- Transportation bridge infrastructure asset condition monitoring using uncrewed aerial vehicles (UAVs). 101268-101268. 2024
- Mechanical Properties of Palygorskite Clay Stabilized with Polyelectrolytes. 43:101124-101124. 2023
- Evaluation of the structural performance of the geocell-stabilized flexible pavement. 41:101021-101021. 2023
- Empirical correlations of soil parameters based on piezocone penetration tests (CPTU) for Hong Kong-Zhuhai-Macau Bridge (HZMB) project. 30:100605-100605. 2021
- Geotechnical slope stability and rockfall debris related safety assessments of rock cuts adjacent to a rail track using aerial photogrammetry data analysis. 30:100595-100595. 2021
- Strength and durability assessment of expansive soil stabilized with recycled ash and natural fibers. 29:100556-100556. 2021
- Experimental study on the correlation between the partial and total salt content in saline gravel using ion chromatography. 26:100424-100424. 2021
- In-situ evaluation of undrained shear strength from seismic piezocone penetration tests for soft marine clay in Jiangsu, China. 20:100253-100253. 2019
- Bearing capacity of composite foundation consisting of T-shaped soil-cement column and soft clay. 15:47-56. 2018
- Neural network based model for estimation of the level of anisotropy of unbound aggregate systems. 15:4-12. 2018
- A mechanistic-empirical approach to quantify the influence of geogrid on the performance of flexible pavement structures. 13:69-80. 2017
- Mechanistic-empirical models for better consideration of subgrade and unbound layers influence on pavement performance. 13:52-68. 2017
- Advances in ground modification with chemical additives: From theory to practice. 9:123-138. 2016
- A review of sustainable approaches in transport infrastructure geotechnics. 7:21-28. 2016
- Comparative performance of the international piezocone and China CPT in Jiangsu Quaternary clays of China. 3:1-14. 2015
- Typical geomechanical problems associated with railroads on shrink-swell soils. 1:257-274. 2014