Use of X-Bar and R Control Chart Methods on Long-Term Piezometer Data for Sinkhole Assessment

Author:

Copeland Timothy R.11234,Nam Boo Hyun11234,Kim Yong Je11234,Shamet Ryan11234,Han Heui-Soo11234

Affiliation:

1. Dept. of Civil, Environment, and Construction Engineering, Univ. of Central Florida, Orlando, FL.

2. Ingram School of Engineering, Texas State Univ., San Marcos, TX.

3. School of Engineering, Univ. of North Florida, Jacksonville, FL.

4. School of Civil and Environmental Engineering, Kumoh National Institute of Technology, Gumi, Gyeongbuk, South Korea.

Publisher

American Society of Civil Engineers

Reference13 articles.

1. Beck, B. F. (2005). Soil piping and sinkhole failures. In: White, William B., D.C.C. (Eds.), Enyclopedia of Caves. Elsevier, New York, pp. 523–528.

2. Gray, K. M. (1994). Central Florida Sinkhole Evaluation. Deland, FL: Florida Department of Transportation.

3. Joglekar, A. M. (2003). “Appendix G: Table of Control Chart Constants.” Statistical Methods for Six Sigma, John Wiley & Sons, Inc., Hoboken, NJ, p. 311.

4. Development of Sinkhole Susceptibility Map of East Central Florida;Kim Y.;Natural Hazards Review

5. Sinkhole Detection and Characterization Using LiDAR-Derived DEM with Logistic Regression;Kim Y.;Remote Sensing

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