z-logo
open-access-imgOpen Access
Development of resilient modulus prediction models for base and subgrade pavement layers from in situ devices test results
Author(s) -
Ravindra Gudishala
Publication year - 2004
Language(s) - English
Resource type - Dissertations/theses
DOI - 10.31390/gradschool_theses.3929
Subject(s) - subgrade , penetrometer , geotechnical engineering , falling weight deflectometer , modulus , triaxial shear test , california bearing ratio , soil water , water content , bearing capacity , soil test , engineering , environmental science , materials science , soil science , composite material , shear (geology)

The content you want is available to Zendy users.

Already have an account? Click here to sign in.
Having issues? You can contact us here
Accelerating Research

Address

John Eccles House
Robert Robinson Avenue,
Oxford Science Park, Oxford
OX4 4GP, United Kingdom