Estimating Shear Strength of Residual Soil and Saprolite in South Carolina for Evaluation of Shear Modulus Reduction Models

Author:

Sedaghat Ali11112,Andrus Ronald11112,Golkarfard Hossein11112,Ravichandran Nadarajah11112,Rix Glenn11112,Carlson Clinton11112

Affiliation:

1. Glenn Dept. of Civil Engineering, Clemson Univ., Clemson, SC.

2. Geosyntec Consultants, Inc., Kennesaw, GA.

Publisher

American Society of Civil Engineers

Reference26 articles.

1. Anderson J. B. Ogunro V. O. Detwiler J. M. and Starnes J. R. (2006). “DMT testing for the estimation of lateral earth pressure in Piedmont residual soils ” Proc. 2nd International Conference on the Flat Dilatometer R. A. Failmezger and J. B. Anderson editors held in Washington DC 184–180.

2. Baldi G. Bellotti R. Ghionna V. Jamiolkowski M. Marchetti S. and Pasqualini E. (1986). “Flat dilatometer tests in calibration chambers ” Proc. Use of In Situ Tests in Geotechnical Engineering GSP No. 6 S. P. Clemence editor ASCE 431–446.

3. Dynamic Properties of Piedmont Residual Soils

4. Seismic Response Analyses for the Silicon Valley Rapid Transit Project

5. EPRI (Electric Power Research Institute). (2013). Seismic Evaluation Guidance: Screening, Prioritization and Implementation Details (SPID) for the Resolution of Fukushima Near-Term Task Force Recommendation 2.1: Seismic, Electric Power Research Institute, Palo Alto, CA.

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