All Stories

  1. Development of a Laboratory Rotary Compactor and a Miniature Cone for the Quality Control of Backfills
  2. Integrity Testing of Three Model Piles with a Pile Cap
  3. Laboratory Testing and Numerical Simulation of a Strip Footing on Geosynthetically Reinforced Loose Sand
  4. Laboratory Testing of Enhancing the Bearing Capacity of Strip Footing with Woven Geotextiles
  5. Effects of Sample Preparation Methods on the Properties of a Cohesive Soil
  6. Simulating the Loading Behavior of Reinforced Strip Footings with a Double-Yield Soil Model
  7. Time frequency analyses of vibrations of wind turbine towers
  8. Numerical Study on Enhancing the Bearing Capacity of Shallow Foundation Using Geosynthetics
  9. On prediction of stiffness variation of slender members using impact responses
  10. A damage assessment model of slender bridge members based on 1D linear member theory with frequency dependent parameters
  11. Measurements of Structural Vertical Displacement Using Digital Image Correlation Methods
  12. Evaluating the Compaction Quality of Backfills by Stress Wave Velocities
  13. Evaluating the Compaction Quality of Backfills by Stress Wave Velocities
  14. Effects of Core on Dynamic Responses of Earth Dam
  15. EVALUATING THE QUALITY OF SOIL GROUTING BY THE SASW METHOD
  16. FEASIBILITY OF EVALUATING THE COMPACTION QUALITY OF SOILS BY THE IMPACT ECHO METHOD
  17. ASSESSMENT OF LOCAL STIFFNESS FOR SLENDER CONCRETE MEMBERS USING IMPULSE RESPONSE TEST
  18. Closure to “Discussion on ‘Consolidation Behavior of Clayey Soils Under Radial Drainage’ by Jiunnren Lai and Roy E. Olson” by A. Sridharan, K. Prakash, and S. R. Asha
  19. Effects of Cyclic Loading on Internal Shear Strength of Unreinforced Geosynthetic Clay Liner