horizontal subgrade reaction of soil
What is the recommended value for static horizontal subgrade reaction of soil for pile design?
Which of the relationships presented for static horizontal subgrade reaction is closer to reality and recommended to use for pile design?
Soil Mechanics / Geotechnical
Analysis
Design
Construction
Research
Deep Foundations
Geotechnical Investigations & In-Situ Testing
Asked
11/06/2018 16:22, updated: 17/09/2018 20:26