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768 积分 2026-01-09 加入
Improved Analytical Soil Arching Model for the Design of Piled Embankments
24分钟前
待确认
Improved Analytical Model and Algorithm for Computing Expansive Soil–Induced Stresses in Pavements
2小时前
待确认
A closed-form solution for 2D plane strain consolidation in unsaturated soils considering the lateral semipermeable drainage boundary
2小时前
待确认
Analysis of mechanical properties and microscopic mechanism of EICP synergistic basalt fiber solidified calcareous sand
2小时前
待确认
Effect of wool fiber addition on the reinforcement of loose sands by microbially induced carbonate precipitation (MICP): mechanical property and underlying mechanism
22小时前
待确认
“Soil arching” for piled embankments: insights from stress redistribution behaviour of DEM modelling
22小时前
待确认
Analytical solutions of the dynamic response of a dual-beam model for a geosynthetic reinforced pile-supported embankment under moving load
23小时前
待确认
An analytical model for 2D consolidation of unsaturated soil with semi‐permeable boundaries considering self‐weight stress and time‐dependent loading
23小时前
待确认
Dynamic behaviour of pavement on a two-parameter viscoelastic foundation subjected to loads moving with variable speeds
1天前
待确认
A closed-form solution for axisymmetric electro-osmotic consolidation considering smear effects
1天前
待确认
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