1710 W MARINE VIEW DR Geotech Report 2023-12-29

Please refer to Appendix C "Report Limitations and Guidelines or Use" for additional information pertaining to use of this report. 7.0 REFERENCES American Association of State Highway and Transportation Officials (AASHTO). 2017. "AASHTO LRFD Bridge Design Specifications." American Society of Civil Engineers 7-16 (ASCE). 2016. "American Society of Civil Engineers, Minimum Design Loads and Associated Criteria for Buildings and Other Structures." Bray, J. D. and T. Travasarou. 2007. "Simplified procedure for estimating earthquake -induced deviatoric slope displacements," Journal of Geotechnical and Geoenvironmental Engineering, 133(4), pp. 381-392. doi: 10.1061/(ASCE)1090-0241(2007)133:4(381). Bray, J. D., J. Macedo and T. Travasarou. 2018. "Simplified procedure for estimating seismic slope displacement for subduction zone earthquakes," Journal of Geotechnical and Geoenvironmental Engineering, 144(3): 04017124. Finn, W. D. L. and N. Fujita. 2004. "Behavior of Piles in Liquefiable Soils during Earthquakes: Analysis and Design Issues." Proceedings: Fifth International Conference on Case Histories in Geotechnical Engineering, New York, April 13-17, 2004. Idriss, I. M. and R. W. Boulanger. 2008. "Soil Liquefaction during Earthquakes." Monograph MNO-12, Earthquake Engineering Research Institute, Oakland, CA, 261pp. Ishihara, K. and M. Yoshimine. 1992. "Evaluation of Settlements in Sand Deposits Following Liquefaction During Earthquakes," Soils and Foundations, 32(1), pp. 173-188. Tokimatsu, K. and H. B. Seed. 1987. "Evaluation of settlement in sands due to earthquake shaking." Journal of Geotechnical Engineering, v. 113, no. 8, August. Youd, T. L., et al. 2001. "Liquefaction Resistance of Soils: Summary Report from the 1996 NCEER and 1998 NCEER/NSF Workshops on Evaluation of Liquefaction Resistance of Soils." Journal of Geotechnical and Geoenvironmental Engineering, ASCE, October 2001, pp. 817-833. GWENGINEER� April 1, 2022 Page 10 File No. 0676 030 00