Hengxing Lan
- (2024): Large-scale field tunnel model experience and time-dependent floor heave induced by humidification. Dans: Tunnelling and Underground Space Technology, v. 145 (mars 2024).
- (2022): Analysis of large deformation of deep-buried brittle rock tunnel in strong tectonic active area based on macro and microcrack evolution. Dans: Engineering Failure Analysis, v. 138 (août 2022).
- (2021): Nonlinear Viscoelastoplastic Fatigue Model for Natural Gypsum Rock Subjected to Various Cyclic Loading Conditions. Dans: International Journal of Geomechanics, v. 21, n. 5 (mai 2021).
- (2020): On the relationship between soil strength and wave velocities of sandy loess subjected to freeze-thaw cycling. Dans: Soil Dynamics and Earthquake Engineering, v. 136 (septembre 2020).
- (2019): Shear Mechanical Behaviours and Multistrength Parameter Characteristics of Fault Gouge. Dans: Advances in Civil Engineering, v. 2019 ( 2019).
- (2006): Evaluating Rock Fall Hazard along Railway Corridors using GIS Technology. Dans: Felsbau, v. 24, n. 3 ( 2006).
Structurae coopère avec
