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Verformung
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Prediction on static strength for CHS tubular K-joints at elevated temperature
Deformation Response Induced by Surcharge Loading above Shallow Shield Tunnels in Soft Soil
Research on Risk Assessment on Large Deformation of Loess Tunnels underneath Residential Areas
Rheology investigation of crumb rubber modified asphalt binders
A new higher order shear deformation model for functionally graded beams
Study on deformation behavior at intersection of adit and major tunnel in railway
Analytical Solutions of Deformation of Uplift Belled Group Piles considering Reinforcement Effect
Evaluation of Effective Thickness of Bituminous Block Pavement Using Finite Element Approach
Strength and Constitutive Model of Recycled Concrete under Biaxial Compression
Strength and Mechanism of Carbonated Solidified Clay with Steel Slag Curing Agent
Deformation monitoring using different least squares adjustment methods: A simulated study
Failure Mechanisms and Modes of Tunnels in Monoclinic and Soft-Hard Interbedded Rocks: A Case Study
Strength and Deformation Characteristics of Calcareous Sands Improved by PFA
Effect of Viscoelastic Deformation for CA Mortar on Mechanical Responses of Track Structures
Shear Behavior of Marlstone Containing Parallel Fissure under Normal Unloading
Centrifuge Model Tests and Numerical Simulations of the Landslide Evolution Process
Analytical Prediction for Tunnel-Soil-Pile Interaction Mechanics based on Kerr Foundation Model
Non-Target Soil Deformation Mapping by Photogrammetry for Underground Tunnel Model Test
Strength and Deformation Characteristics of Silty Sand improved by Gravel
Monitoring Sluice Health in Vibration by Monocular Digital Photography and a Measurement Robot
Formation and Failure Characteristics of a Landslide Induced by Excavation in Western Henan, China
Field testing and analysis during top-down construction of super-tall buildings in Shanghai
Modulus of Subgrade Reaction for Circular Tunnels considering Bedrock and Ground Surface
Influence of a Flexible Retaining Wall on Performance of an Adjacent Deep Excavation
Analyzing the Deformation of Multilayered Saturated Sandy Soils under Large Building Foundation
Study on Mechanical Behaviors of Unsaturated Loess in terms of Moistening Level