摘要: |
The objective of this research is to validate the bearing capacity equations developed in Florida Department of Transportation (FDOT) research project BDV31-977-51, as well as obtain load vs. settlement data for predicting shallow foundation settlements. The results of Phase I (FDOT BDV31-977-51) and this project will be used for implementation (Phase III) in FB-MultiPier for the design of shallow foundations beneath bridge piers. Besides load vs. deformation, and bearing capacity, the project will look at newer seismic methods for assessing mass properties (Shear, G, Young’s, E, Moduli, and density/unit weight) of rock beneath the foundation necessary for design. |