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Modellversuch
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Research on the Influence Factors of Thermal Cracking in Mass Concrete by Model Experiments
Research on the Influence Factors of Thermal Cracking in Mass Concrete by Model Experiments
A New Method based on Centrifuge Model Test for Evaluating Ground Settlement Induced by Tunneling
A New Method based on Centrifuge Model Test for Evaluating Ground Settlement Induced by Tunneling
Statistical analysis of sloshing-induced random impact pressures
Prediction of uplift capacity of a micropile embedded in soil
Prediction of uplift capacity of a micropile embedded in soil
Numerical investigation of sloshing pressure distribution in a rectangular tank
Liner Behavior of a Tunnel Constructed Below a Caved Zone
Liner Behavior of a Tunnel Constructed Below a Caved Zone
Centrifuge Modeling for Mechanical Behavior of Liners in Damaged Host Pipes
Centrifugal Model Test on the Failure Mechanism of Barrier Dam Overtopping
Centrifugal Model Test on the Failure Mechanism of Barrier Dam Overtopping
Surface settlement prediction for EPB shield tunneling in sandy ground
Surface settlement prediction for EPB shield tunneling in sandy ground
Test on the Shape Schemes of Jilintai-I Hydropower Station Flood Discharge System
Model test of new floating offshore wind turbine platforms
Ultimate Lateral Bearing Capacity and Group Effect of Belled Wedge Pile Groups
Ultimate Lateral Bearing Capacity and Group Effect of Belled Wedge Pile Groups
Experimental Study of Mechanical Behavior of Passive Loaded Piles Adjacent to Piled Foundation
Experimental Study of Mechanical Behavior of Passive Loaded Piles Adjacent to Piled Foundation
Lateral Behavior of Piled Bridge Foundation and Stabilizing Piles on Steep Slope
Lateral Behavior of Piled Bridge Foundation and Stabilizing Piles on Steep Slope
The volume of settlement trough change with depth caused by tunneling in sands
The volume of settlement trough change with depth caused by tunneling in sands
Prediction of vertical pressure in a trench as influenced by soil arching
Prediction of vertical pressure in a trench as influenced by soil arching