Degradation characteristics and bearing capacity model of pile in degraded permafrost
Liyun Tang(Xi’an University), Guoyu Li(Chinese Academy of Sciences), Hailiang Jia(Xi'an University of Science and Technology), Huimei Zhang(Xi'an University of Science and Technology), Liujun Yang(Northeastern University), Peiyong Qiu(Xi'an University of Science and Technology)
Proceedings of the Institution of Civil Engineers - Geotechnical Engineering
July 27, 2020
Cited by 9
Related Papers
Evolution in sandstone pore structures with freeze-thaw cycling and interpretation of damage mechanisms in saturated porous rocks
|CATENA|2020|199
Investigation on meso-debonding process of the sandstone–concrete interface induced by freeze–thaw cycles using NMR technology
|Construction and Building Materials|2020|161
An NMR-based investigation of pore water freezing process in sandstone
|Cold Regions Science and Technology|2019|146
Quantifying Rock Fatigue and Decreasing Compressive and Tensile Strength after Repeated Freeze‐Thaw Cycles
|Permafrost and Periglacial Processes|2015|135
Influence of Pore Water (Ice) Content on the Strength and Deformability of Frozen Argillaceous Siltstone
|Rock Mechanics and Rock Engineering|2019|130