Technical Manual: Conduits through Embankment Dams (FEMA 484)

Conduits through Embankment DamsRoth, Bruce L., Matthew D. Snyder, The Beneficial Use of Flowable Fill Around ConcretePipes, ASDSO Conference, 1997.Saber, Robert T., and William J. Franz, Evaluation of Broadly Graded Soils and ExistingFilter Material for Compatability and Internal Stability at G.B. Stevenson Dam, ASDSOConference, 2003.Sabri, Ronald G., and Nicholas Pansic, Underwater Investigations at Dams and Waterways:A General Perspective, ASDSO Conference, 1991.Self, Bill, Wet Breaching Dams—Emergency and Nonemergency Situations, ASDSOConference, 1990.Sherard, James L. and Lorn P. Dunnigan, “Filters and Leakage Control inEmbankment Dams,” Proceedings, Symposium on Seepage and Leakage from Dams andImpoundments, ASCE, Denver, Colorado, 1985, pp. 1-31.Talbot, James R., Hydraulic Fracturing of Small to Medium Sized Earth Dams, ASDSOConference, 1988.Talbot, James R., Steve J. Poulos, and Ronald C. Hirschfeld, Remediation of SeepageProblems Through Cutoff or Reduction of Flow and Through Collection and Control of Seepage,Including the Use of Geosynthetics, ASDSO/FEMA Seepage Workshop, 2000.Talbot, James R., and David C. Ralston, “Earth Dam Seepage Control: SCSExperience,” Proceedings of Symposium on Seepage and Leakage from Dams andImpoundments, ASCE, Denver, Colorado, 1985, pp. 44-65.Taylor, Elizabeth, Remotely Operated Vehicle Inspection of Intake Structures, Grizzlies, andPenstock Intake Tunnel, in Lake Tabeaud, Mokelumne River Project, ASDSO WesternRegional Seminar, 1996.U.S. Army Corps of Engineers U.S. Army Corps of Engineers, Grouting Technology,EM 1110-2-3506, 1984.U.S. Army Corps of Engineers, Crack Repair Method: Conventional Reinforcement, REMRTechnical Note, CS-MR-3.6, 1985.U.S. Army Corps of Engineers, Crack Repair Method: Drilling and Plugging, REMRTechnical Note, CS-MR-3.3, 1985.U.S. Army Corps of Engineers, Crack Repair Method: Epoxy Injection, REMRTechnical Note, CS-MR-3.9, 1985.384