- A Novel Landfill Liner Material for Solidified Lake Sediment Based on Industrial By-Product and Construction Waste: Engineering Behavior and Cr(VI) Breakdown Characteristics. Dans: Buildings, v. 14, n. 11 (22 octobre 2024). (2024):
- Experimental Investigation on the Compressive Behavior of Rubber–Sand Mixtures under Repeated Loading–Unloading. Dans: Journal of Materials in Civil Engineering (ASCE), v. 36, n. 7 (juillet 2024). (2024):
- Job crafting intervention for job burnout and work engagement among young construction project management practitioners in China. Dans: Engineering, Construction and Architectural Management. :
- Comparative Study on Liquefaction Behavior of Calcareous Sand and Siliceous Sand Under Simple Shear Loading. Dans: Journal of Earthquake Engineering, v. 27, n. 12 (novembre 2022). (2022):
- Effects of principal stress rotation on deformation behaviour of clay under partially drained and undrained conditions. Dans: Soil Dynamics and Earthquake Engineering, v. 154 (mars 2022). (2022):
- Predicting method on settlement of soft subgrade soil caused by traffic loading involving principal stress rotation and loading frequency. Dans: Soil Dynamics and Earthquake Engineering, v. 152 (janvier 2022). (2022):
- Influence of Intermediate Principal Stress and Principal Stress Direction on Drained Behavior of Natural Soft Clay. Dans: International Journal of Geomechanics, v. 18, n. 1 (janvier 2018). (2018):
- Effect of Initial State and Intermediate Principal Stress on Noncoaxiality of Soft Clay–Involved Cyclic Principal Stress Rotation. Dans: International Journal of Geomechanics, v. 18, n. 7 (juillet 2018). (2018):
- Cyclic Behavior of Sand under Traffic Loading with ‘Inclined’ Consolidation. Dans: KSCE Journal of Civil Engineering, v. 25, n. 5 (12 mars 2021). (2021):
- The effects of cyclic loading on the reconsolidation behaviours of marine sedimentary clays under intermittent drainage conditions. Dans: Soil Dynamics and Earthquake Engineering, v. 141 (février 2021). (2021):
- One-way cyclic deformation behavior of natural soft clay under continuous principal stress rotation. Dans: Soils and Foundations, v. 57, n. 6 (décembre 2017). (2017):
- Long term cyclic behavior of saturated soft clay under different drainage conditions. Dans: Soil Dynamics and Earthquake Engineering, v. 139 (décembre 2020). (2020):
- Dynamic responses of a saturated poroelastic half-space generated by a moving truck on the uneven pavement. Dans: Soil Dynamics and Earthquake Engineering, v. 69 (février 2015). (2015):
- Undrained deformation behavior of saturated soft clay under long-term cyclic loading. Dans: Soil Dynamics and Earthquake Engineering, v. 50 (juillet 2013). (2013):
- Cyclic behavior of saturated soft clay under stress path with bidirectional shear stresses. Dans: Soil Dynamics and Earthquake Engineering, v. 104 (janvier 2018). (2018):
- Influences of stress magnitude and loading frequency on cyclic behavior of K0-consolidated marine clay involving principal stress rotation. Dans: Soil Dynamics and Earthquake Engineering, v. 84 (mai 2016). (2016):
- Influence of cyclic loading history on small strain shear modulus of saturated clays. Dans: Soil Dynamics and Earthquake Engineering, v. 66 (novembre 2014). (2014):
- Effects of principal stress rotation and cyclic confining pressure on behavior of soft clay with different frequencies. Dans: Soil Dynamics and Earthquake Engineering, v. 118 (mars 2019). (2019):
- Experimental study of drained anisotropy of granular soils involving rotation of principal stress direction. Dans: European Journal of Environmental and Civil Engineering, v. 20, n. 4 (avril 2015). (2015):