Evaluation of Drilled Shaft Capacity Using Embedded Sensors and Statnamic Testing

Author:

Tran Khiem T.1,McVay Michael2,Nguyen Trung Dung3,Wasman Scott J.4

Affiliation:

1. Assistant Professor, Dept. of Civil and Environmental Engineering, Clarkson Univ., Potsdam, NY 13699 (corresponding author).

2. Professor, Dept. of Civil and Coastal Engineering, Univ. of Florida, 365 Weil Hall, Gainesville, FL 32611.

3. Ph.D. Student, Dept. of Civil and Environmental Engineering, Clarkson Univ., Potsdam, NY 13699.

4. Research Assistant Professor, Dept. of Civil and Coastal Engineering, Univ. of Florida, 365 Weil Hall, Gainesville, FL 32611.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Building and Construction,Civil and Structural Engineering

Reference15 articles.

1. Axelsson G. (2000). “Long-term set-up of driven piles in sands.” Ph.D. dissertation Royal Institute of Technology Stockholm Sweden.

2. Evaluation of Static Capacity of Deep Foundations from Statnamic Testing

3. Side Shear Setup. II: Results From Florida Test Piles

4. Herrera R. Jones L. and Lai P. (2009). “Driven concrete pile foundation monitoring with embedded data collector system.” Geotechnical special publication 185 ASCE Reston VA 621–628.

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