Document: NRC Regulatory Guide
Document ID: 1859c547-c10c-4ce4-ad2e-e54f7b66d4ef
Document Type: regulatory_guide
Title: Laboratory Investigations of Soils and Rocks for Engineering Analysis and Design of Nuclear Power Plants + HISTORY – HISTORY 07/2014 – DG-1256 , Proposed Revision 3 08/2001 – DG-1109 , Proposed Revision 2 (Rev. 3)
Source: NRC Regulatory Guide Division 1
Source URL: https://www.nrc.gov/docs/ML1318/ML13186A032.pdf
Revision Date: 2023-06
Chapter: 
Section ID: RG-1.138
CFR Part: 
CFR Title: 

Content:
rographic Examination of Rock Cores,” Geotechnical Laboratory, Waterways Experiment Station, Vicksburg, MS, 1993. 24. U.S. Army Corps of Engineers, Torrey, V.H., III, and R.T. Donaghe, “Compaction Control of Earth- Rock Mixtures,” Technical Report GL-91-16, Waterways Experiment Station, Vicksburg, MS, 1991. 25. Evans, M.D., and S. Zhou, “Liquefaction Behavior of Sand-Gravel Composites,” Journal of Geotechnical Engineering, 121:287–298, American Society of Civil Engineers, Reston, VA, 1995.11 26. ASTM D5878-08, “Standard Guide for Using Rock Mass Classification Systems for Engineering Purposes, American Society for Testing and Materials, West Conshohocken, PA. 27. American Public Health Association, American Water Works Association, and Water Environment Federation, Standard Methods for the Examination of Water and Wastewater, 20th Edition, Washington, DC, 1999.12 28. Seed, H.B., and I.M. Idriss, Ground Motions and Soil Liquefaction During Earthquakes, Monograph Series, Earthquake Engineering Research Institute, University of California, Berkeley, CA, 1982. 29. Seed, H.B., “Evaluation of Soil Liquefaction Effects on Level Ground During Earthquakes,” Liquefaction Problems in Geotechnical Engineering, Preprint No. 2752, American Society of Civil Engineers National Convention, Philadelphia, pp. 1–104, American Society of Civil Engineers, Reston, VA, 1976. 30. Koester, J.P., “The Influence of Test Procedures on Correlation of Atterberg Limits with Liquefaction in Fine-Grained Soils,” Geotechnical Testing Journal, 15:352–361, American Society for Testing and Materials, West Conshohocken, PA, 1992. 31. Tatsuoka, F., et al., “Importance of Measuring Local Strains in Cyclic Triaxial Tests on Granular Materials,” in Dynamic Geotechnical Testing II, ASTM STP 1213, pp 288-304, American Society for Testing and Materials, West Conshohocken, PA, 1994. 32. Vucetic, M., and R. Dobry, “Effect of Soil Plasticity on Cyclic Response,” ASCE Journal of