Linked e-resources
Details
Table of Contents
Single-Frequency Method for Computing Seismic Earth Pressures
Three-Dimensional Centrifuge and Numerical Modelling of Underground Structures Subjected to Normal Faulting
Liquefaction Mitigation Measures: A Historical Review
Liquefaction-Induced Pile Downdrag from Full-Scale Testing
Cyclic Resistance and Large Deformation Characteristics of Sands Under Sloping Ground Conditions: Insights From Large-Strain Torsional Simple Shear Tests
High Speed Trains with Different Tracks on Layered Ground and Measures to Increase Critical Speed
Civil Engineering Approach to Alleviate and Manage Resilience against Natural Disasters in Developing Countries
Numerical Simulation of Coir Geotextile Reinforced Soil under Cyclic Loading
Assessing the Effect of Aging on Soil Liquefaction Resistance
Uncertainties in Small-Strain Damping Ratio Evaluation and Their Influence on Seismic Ground Response Analyses.
Three-Dimensional Centrifuge and Numerical Modelling of Underground Structures Subjected to Normal Faulting
Liquefaction Mitigation Measures: A Historical Review
Liquefaction-Induced Pile Downdrag from Full-Scale Testing
Cyclic Resistance and Large Deformation Characteristics of Sands Under Sloping Ground Conditions: Insights From Large-Strain Torsional Simple Shear Tests
High Speed Trains with Different Tracks on Layered Ground and Measures to Increase Critical Speed
Civil Engineering Approach to Alleviate and Manage Resilience against Natural Disasters in Developing Countries
Numerical Simulation of Coir Geotextile Reinforced Soil under Cyclic Loading
Assessing the Effect of Aging on Soil Liquefaction Resistance
Uncertainties in Small-Strain Damping Ratio Evaluation and Their Influence on Seismic Ground Response Analyses.