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:
on, Vicksburg, MS, 1975. 23. Sherard, J.L., et al., “Pinhole Test for Identifying Dispersive Spills,” Journal of the Geotechnical Engineering Division, 102:69–85, 1976. 24. Head, K.H., Manual of Soil Laboratory Testing, Volume 2: “Permeability, Shear Strength and Compressibility Tests,” 2nd ed., Pentech Press, London, 1994. 25. Bishop, A.W., and D.J. Henkel, The Measurement of Soil Properties in the Triaxial Test, 2nd ed., Edward Arnolds, Ltd., London, 1962. 26. Evans, M., “Undrained Cyclic Triaxial Testing of Gravels—The Effects of Membrane Compliance,” Ph.D. Dissertation, University of California, Berkeley, CA, 1987. 27. Hynes, M.E., “Pore Pressure Generation Characteristics of Gravel under Undrained Cyclic Loading,” Ph.D. Dissertation, University of California, Berkeley, CA, 1988. Appendix A to DG-1256, Page A-10 28. Scholey, G.K., et al., “A Review of Instrumentation for Measuring Small Strains During Triaxial Testing of Soil Specimens,” Geotechnical Testing Journal, 18:137, 1995. 29. Seed, H.B., “Evaluation of Soil Liquefaction Effects on Level Ground During Earthquakes,” Liquefaction Problems in Geotechnical Engineering, Preprint No. 2752, ASCE National Convention, Philadelphia, PA, pp. 1–104, 1976. 30. 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. 31. Shannon & Wilson, Inc., and Agbabian-Jacobsen Associates, “Soil Behavior under Earthquake Loading Conditions: State-of-the-Art Evaluation of Soil Characteristics for Seismic Response Analysis,” Report for U.S. Atomic Energy Commission, Washington, DC, 1972. 32. Tatsuoka, F., et al., “Importance of Measuring Local Strains in Cyclic Triaxial Tests on Granular Materials,” Dynamic Geotechnical Testing II, ASTM STP 1213, Philadelphia, PA, 1994. 33. University of Texas at Austin Geotechnical Engineering Center, “Technical Procedures