Modeling the Undrained Shear Responses of Oregon Soils using CPT Based Methods for Optimized Design

Principal Investigator: Stuedlein
Grant Date: 2021-2022
Grant Amount: $47,000
Funding Entity: ODOT

CLiP Members directed this research; data developed from this work is directly used in the development of CLiP products (e.g., GOSEP, Cyclic Softening Assessment).