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Embankments -- Evaluation

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• Embankments
• Fills (Earthwork) -- Evaluation
• Hydraulic structures -- Evaluation
• Evaluation

• Levees -- Evaluation
• Sea-walls -- Evaluation

• Methods of evaluating the stability and safety of gravity earth retaining structures founded on rock (U.S. Army Engineer Waterways Experiment Station ;, 1992), by Robert M Ebeling, U.S. Army Engineer Waterways Experiment Station, and United States Army Corps of Engineers (page images at HathiTrust)
• Criteria for evaluating coastal flood-protection structures (U.S. Army Engineer Waterways Experiment Station ;, 1989), by Todd L. Walton, U.S. Army Engineer Waterways Experiment Station, and United States Federal Emergency Management Agency (page images at HathiTrust)
• Criteria for evaluating coastal flood-protection structures (U.S. Army Engineer Waterways Experiment Station, 1989), by Todd L. Walton, Robert G. Dean, Clifford L. Truitt, John P. Ahrens, U.S. Army Engineer Waterways Experiment Station, and United States Federal Emergency Management Agency (page images at HathiTrust)

• Impact of agricultural levees on flood hazards (Vicksburg, Mississippi : U.S. Army Engineer Waterways Experiment Station ; [Springfield, Virginia] : [Available from National Technical Information Service], 1991., 1991), by Brad R. Hall, Waterways Experiment Station (U.S.), U.S. Army Engineer Waterways Experiment Station, and United States Federal Emergency Management Agency (page images at HathiTrust)
• Criteria for evaluating coastal flood-protection structures (U.S. Army Engineer Waterways Experiment Station ;, 1989), by Todd L. Walton, U.S. Army Engineer Waterways Experiment Station, and United States Federal Emergency Management Agency (page images at HathiTrust)
• Criteria for evaluating coastal flood-protection structures (U.S. Army Engineer Waterways Experiment Station, 1989), by Todd L. Walton, Robert G. Dean, Clifford L. Truitt, John P. Ahrens, U.S. Army Engineer Waterways Experiment Station, and United States Federal Emergency Management Agency (page images at HathiTrust)

• LEVEEMSU : a software package designed for levee underseepage analysis (U.S. Army Engineer Waterways Experiment Station ;, 1989), by Thomas F. Wolff, U.S. Army Engineer Waterways Experiment Station, United States Army Corps of Engineers, and Michigan State University. Division of Engineering Research (page images at HathiTrust)
• Analysis software for levee underseepage and rehabilitation (U.S. Army Engineer Waterways Experiment Station ;, 1995), by M. A. Gabr, Geotechnical Laboratory (U.S. Army Engineer Waterways Experiment Station), U.S. Army Engineer Waterways Experiment Station, and United States Army Corps of Engineers (page images at HathiTrust)
• Levee underseepage analysis for special foundation conditions (U.S. Army Engineer Waterways Experiment Station ;, 1989), by Thomas F. Wolff, Evaluation Repair, U.S. Army Engineer Waterways Experiment Station, and United States Army Corps of Engineers (page images at HathiTrust)
• Levee underseepage software : user manual and validation (U.S. Army Engineer Waterways Experiment Station, 1989), by Robert W. Cunny, Hugh M. Taylor, Victor M. Agostinelli, United States Army Corps of Engineers, and U.S. Army Engineer Waterways Experiment Station (page images at HathiTrust)

• Criteria for evaluating coastal flood-protection structures (U.S. Army Engineer Waterways Experiment Station ;, 1989), by Todd L. Walton, U.S. Army Engineer Waterways Experiment Station, and United States Federal Emergency Management Agency (page images at HathiTrust)
• Criteria for evaluating coastal flood-protection structures (U.S. Army Engineer Waterways Experiment Station, 1989), by Todd L. Walton, Robert G. Dean, Clifford L. Truitt, John P. Ahrens, U.S. Army Engineer Waterways Experiment Station, and United States Federal Emergency Management Agency (page images at HathiTrust)

• Herbert Hoover Dike, seepage and stability analysis special report (US Army Corps of Engineers, Jacksonville District, 1992), by United States. Army. Corps of Engineers. Jacksonville District (page images at HathiTrust)

• Effectiveness of contraction training dikes at Charleston Harbor, Charleston, South Carolina (U.S. Army Engineer Waterways Experiment Station ;, 1992), by Allen M. Teeter, U.S. Army Engineer Waterways Experiment Station, and United States. Army. Corps of Engineers. Charleston District (page images at HathiTrust)

• LEVEEMSU : a software package designed for levee underseepage analysis (U.S. Army Engineer Waterways Experiment Station ;, 1989), by Thomas F. Wolff, U.S. Army Engineer Waterways Experiment Station, United States Army Corps of Engineers, and Michigan State University. Division of Engineering Research (page images at HathiTrust)
• Analysis software for levee underseepage and rehabilitation (U.S. Army Engineer Waterways Experiment Station ;, 1995), by M. A. Gabr, Geotechnical Laboratory (U.S. Army Engineer Waterways Experiment Station), U.S. Army Engineer Waterways Experiment Station, and United States Army Corps of Engineers (page images at HathiTrust)

• Herbert Hoover Dike, seepage and stability analysis special report (US Army Corps of Engineers, Jacksonville District, 1992), by United States. Army. Corps of Engineers. Jacksonville District (page images at HathiTrust)

• National flood plain remapping : the practical impact : hearing before the Subcommittee on Economic Development, Public Buildings, and Emergency Management of the Committee on Transportation and Infrastructure, House of Representatives, One Hundred Tenth Congress, second session, April 2, 2008. (U.S. G.P.O. :, 2008), by Public Buildings United States. Congress. House. Committee on Transportation and Infrastructure. Subcommittee on Economic Development (page images at HathiTrust)

• Impact of agricultural levees on flood hazards (Vicksburg, Mississippi : U.S. Army Engineer Waterways Experiment Station ; [Springfield, Virginia] : [Available from National Technical Information Service], 1991., 1991), by Brad R. Hall, Waterways Experiment Station (U.S.), U.S. Army Engineer Waterways Experiment Station, and United States Federal Emergency Management Agency (page images at HathiTrust)

• Criteria for evaluating coastal flood-protection structures (U.S. Army Engineer Waterways Experiment Station ;, 1989), by Todd L. Walton, U.S. Army Engineer Waterways Experiment Station, and United States Federal Emergency Management Agency (page images at HathiTrust)

• Reflection and transmission characteristics of porous rubble mound breakwaters (Dept. of Civil Engineering, Massachusetts Institute of Technology, 1975), by Ole Secher Madsen, Stanley M White, and Coastal Engineering Research Center (U.S.) (page images at HathiTrust; US access only)
• Investigation of wave grouping effects on the stability of stone-armored, rubble-mound breakwaters (U.S. Army Engineer Waterways Experiment Station, 1994), by Robert D. Carver, Brenda J. Wright, U.S. Army Engineer Waterways Experiment Station, Coastal Engineering Research Center (U.S.), and United States Army Corps of Engineers (page images at HathiTrust)
• Side-scan sonar investigation of breakwaters at Calumet and Burns Harbors on southern Lake Michigan (Vicksburg, Mississippi : U.S. Army Engineer Waterways Experiment Station ; [Springfield, Virginia] : [Available from National Technical Information Service], 1987., 1987), by Andrew Morang, Coastal Engineering Research Center (U.S.), United States. Army. Corps of Engineers. Chicago District, and U.S. Army Engineer Waterways Experiment Station (page images at HathiTrust)
• St. Paul Harbor breakwater stability study, St. Paul, Alaska : hydraulic model investigation (Vicksburg, Mississippi : U.S. Army Engineer Waterways Experiment Station ; [Springfield, Virginia] : [Available from National Technical Information Service], 1988., 1988), by Donald L. Ward, United States. Army. Corps of Engineers. Alaska District, Coastal Engineering Research Center (U.S.), and U.S. Army Engineer Waterways Experiment Station (page images at HathiTrust)

• St. Paul Harbor breakwater stability study, St. Paul, Alaska : hydraulic model investigation (Vicksburg, Mississippi : U.S. Army Engineer Waterways Experiment Station ; [Springfield, Virginia] : [Available from National Technical Information Service], 1988., 1988), by Donald L. Ward, United States. Army. Corps of Engineers. Alaska District, Coastal Engineering Research Center (U.S.), and U.S. Army Engineer Waterways Experiment Station (page images at HathiTrust)

• Periodic inspections of dolosse on Crescent City Breakwater, Crescent City, California. Report 1, Monitoring data for period 1989-1993 (U.S. Army Engineer Waterways Experiment Station, 1995), by Dennis G. Markle, Thomas R. Kendall, Jeffrey A. Melby, Coastal Engineering Research Center (U.S. Army Engineer Waterways Experiment Station), U.S. Army Engineer Waterways Experiment Station, and United States Army Corps of Engineers (page images at HathiTrust)

• Water wave effects at Redondo Beach, King Harbor, California (U.S. Army Engineer Waterways Experiment Station ;, 1987), by Lyndell Z. Hales, Coastal Engineering Research Center (U.S.), United States. Army. Corps of Engineers. Los Angeles District, and U.S. Army Engineer Waterways Experiment Station (page images at HathiTrust)

• Fisherman's Wharf Breakwater Monitoring Study, San Francisco, California / by Jonathan W. Lott ; prepared for U.S. Army Corps of Engineers. (U.S. Army Engineer Waterways Experiment Station, 1994), by Jonathan W. Lott, U.S. Army Engineer Waterways Experiment Station, United States Army Corps of Engineers, and Coastal Engineering Research Center (U.S.) (page images at HathiTrust)

• Study of breakwaters constructed with one layer of armor stone ; Detroit District (U.S. Army Engineer Waterways Experiment Station ;, 1989), by John R. Wolf, Evaluation Repair, Coastal Engineering Research Center (U.S.), U.S. Army Engineer Waterways Experiment Station, and United States Army Corps of Engineers (page images at HathiTrust)
• Dolos design procedure based on Crescent City prototype data (U.S. Army Engineer Waterways Experiment Station ;, 1993), by Jeffrey A. Melby, U.S. Army Engineer Waterways Experiment Station, Coastal Engineering Research Center (U.S.), and United States Army Corps of Engineers (page images at HathiTrust)
• Numerical model study of breakwaters at Grand Isle, Louisiana (U.S. Army Engineer Waterways Experiment Station, 1994), by Mark B. Gravens, Julie Dean Rosati, Coastal Engineering Research Center (U.S.), U.S. Army Engineer Waterways Experiment Station, and United States. Army. Corps of Engineers. New Orleans District (page images at HathiTrust)
• Redondo Beach King Harbor, California, design for wave protection : coastal model investigation (U.S. Army Engineer Waterways Experiment Station ;, 1990), by Robert R. Bottin, Marvin G. Mize, U.S. Army Engineer Waterways Experiment Station, Coastal Engineering Research Center (U.S.), and United States. Army. Corps of Engineers. Los Angeles District (page images at HathiTrust)

• Periodic inspections of Kahului and Laupahoehoe breakwaters, Hawaii. Report 1, Base conditions (U.S. Army Engineer Waterways Experiment Station, 1994), by Dennis G. Markle, Stanley J. Boc, U.S. Army Engineer Waterways Experiment Station, Coastal Engineering Research Center (U.S.), and United States Army Corps of Engineers (page images at HathiTrust)

• Stability study of the 1978 jetty rehabilitation, Yaquina Bay, Oregon, in response to 1979-1980 storm season waves (U.S. Army Corps of Engineers, Waterways Experiment Station, 1994), by Robert D. Carver, Michael Jeffrey Briggs, Coastal Engineering Research Center (U.S.), U.S. Army Engineer Waterways Experiment Station, and United States Army Corps of Engineers (page images at HathiTrust)

• Laboratory techniques for evaluating effectiveness of sealing voids in rubble-mound breakwaters and jetties with grouts and concretes (U.S. Army Engineer Waterways Experiment Station ;, 1990), by David P. Simpson, Jeffrey L. Thomas, Coastal Engineering Research Center (U.S.), U.S. Army Engineer Waterways Experiment Station, and Evaluation Repair (page images at HathiTrust)
• Periodic inspections of Kahului and Laupahoehoe breakwaters, Hawaii. Report 1, Base conditions (U.S. Army Engineer Waterways Experiment Station, 1994), by Dennis G. Markle, Stanley J. Boc, U.S. Army Engineer Waterways Experiment Station, Coastal Engineering Research Center (U.S.), and United States Army Corps of Engineers (page images at HathiTrust)

• Coastal/shore protection structures, condition rating procedures for rubble breakwaters and jetties, initial report (Construction Engineering Research Laboratory, 1991), by Donald E. Plotkin, Joan Pope, D. Donald Davidson, United States Army Corps of Engineers, and Construction Engineering Research Laboratory (U.S. : 1969-1992) (page images at HathiTrust)

• Study of breakwaters constructed with one layer of armor stone ; Detroit District (U.S. Army Engineer Waterways Experiment Station ;, 1989), by John R. Wolf, Evaluation Repair, Coastal Engineering Research Center (U.S.), U.S. Army Engineer Waterways Experiment Station, and United States Army Corps of Engineers (page images at HathiTrust)

• The Lakeshore Park, Ashtabula, Ohio, breakwater project (Vicksburg, Mississippi : U.S. Army Engineer Waterways Experiment Station ; [Springfield, Virginia] : [Available from National Technical Information Service], 1989., 1989), by Julie Dean Rosati, Clifford L. Truitt, Thomas Bender, Joan Pope, Coastal Engineering Research Center (U.S.), United States Army Corps of Engineers, and U.S. Army Engineer Waterways Experiment Station (page images at HathiTrust)

Items below (if any) are from related and broader terms.

• Methods and plant for excavation and embankment (McGraw-Hill Book Company, Inc., 1927), by Charles Howard Paul and Charles Stuart Bennett (page images at HathiTrust)
• The practice of embanking lands from the sea, treated as a means of profitable employment for capital; with examples and particulars of actual embankments; and also practical remarks on the repair of old sea-walls. (Virtue & co., 1872), by John Wiggins and Robert Mallet (page images at HathiTrust)
• Concrete block revetment near Benedict, Maryland (U.S.] Dept. of the Army, Corps of Engineers, 1964), by Coastal Engineering Research Center (U.S.), R. A. Jachowski, and Jay V. Hall (page images at HathiTrust; US access only)
• Notes on stability of embankments. Rev. (Soil Mechanics Research Laboratory, Michigan State Highway Dept., 1947), by William Stuart Housel and Michigan. State Highway Department (page images at HathiTrust)
• Embankment stability analysis. Pere Marquette Railroad (main line)-Detroit Industrial Expressway crossing. Project: X-7 of 82-22-10. (Soil Mechanics Laboratory, 1947), by Michigan. State Highway Department (page images at HathiTrust)
• Observations on the formation and management of useful and ornamental plantations; on the theory and practice of landscape gardening; and on gaining the embanking land from rivers or the sea. (Archibald Constable & co.;, 1804), by J. C. Loudon (page images at HathiTrust)
• Foundation design of embankments constructed on varved clays (Dept. of Transportation, Federal Highway Administration, Offices of Research and Development, Implementation Division, 1977), by Charles C. Ladd, Roger Foott, United States. Federal Highway Administration, Massachusetts Institute of Technology. Constructed Facilities Division, and Massachusetts. Department of Public Works (page images at HathiTrust)
• The reclamation of land from tidal waters. (Crosby Lockwood, 1900), by Alexander Beazeley (page images at HathiTrust)
• The practice of embanking lands from the sea, treated as a means of profitable employment of capital; with examples and particulars of actual embankments, and also practical remarks on the repair of old sea-walls. (J. Weale, 1852), by John Wiggins (page images at HathiTrust)
• Étude sur la jurisprudence en matière de marchés de terrassements ... (Dunod, 1869), by W. Nördling (page images at HathiTrust)
• Earth and rock-fill dams, general design and construction considerations. (U. S. Govt. Print. Off.], 1971), by United States Army Corps of Engineers (page images at HathiTrust)
• Riprap slope protection for earth dams : a review of practices and procedures (Engineering and Research Center, U.S. Dept. of the Interior, Bureau of Reclamation ;, 1973), by F. J. Davis and Engineering and Research Center (U.S.) (page images at HathiTrust)
• A systematic treatise on the theory and practice of draining land, etc. ... : also, on sea, river and lake embankments : formation of ponds, and artificial pieces of water, &c : with an appendix, containing hints and directions for the culture and improvement of bog, moss ... after being drained (University Press, 1834), by John Johnstone (page images at HathiTrust)
• Muddy Creek grade control structures, Muddy Creek, Mississippi and Tennessee : hydraulic model investigation (U.S. Army Engineer Waterways Experiment Station, 1988), by Charles H. Tate, U.S. Army Engineer Waterways Experiment Station, and United States. Army. Corps of Engineers. Vicksburg District (page images at HathiTrust)
• Mémoires sur les ouvrages de défense contre les inondations (Dunod, 1868), by Guillaume Emmanuel Comoy (page images at HathiTrust)
• Slutbetänkande, avgivet till Kungl. järnvägsstyrelsen en 31 maj 1922. (Centraltryckeriet, 1922), by Statens järnvägar. Geotekniska kommissionen, Wollmar Knut Axel Fellenius, and Statens järnvägar. Järnvägsstyrelsen (page images at HathiTrust; US access only)
• Intorno alla difesa dei territori soggetti agli argini dei fiumi in Italia (Voghera Carlo, 1876), by Giuseppe Cesarini (page images at HathiTrust)
• Report on the St. Lawrence bridge and manufacturing scheme (Shearer scheme) (s.n.], 1883), by E. P. Hannaford (page images at HathiTrust)
• The unified soil classification system : volume 2 : appendix A : characteristics of soil groups pertaining to embankments and foundations (Waterways Experiment Station, 1953), by Waterways Experiment Station (U.S.) and United States Army Corps of Engineers (page images at HathiTrust)
• Hydraulic model investigation: stability of riprap and discharge characteristics, overflow embankments, Arkansas River, Arkansas (Waterways Experiment Station, 1964), by Waterways Experiment Station (U.S.) (page images at HathiTrust)
• Embankment pore pressures during construction (Waterways Experiment Station, 1966), by Gerald W. Clough, Joseph W. Snyder, Waterways Experiment Station (U.S.), and United States Army Corps of Engineers (page images at HathiTrust)
• Centrifugal model analysis of coal waste embankment stability (U.S. Army Engineer Waterways Experiment Station, 1979), by Frank C. Townsend, Spokane Mining Research Center (U.S.), and Geotechnical Laboratory (U.S.) (page images at HathiTrust)
• A study of embankment performance during overtopping (U.S. Army Engineer Waterways Experiment Station ;, 1991), by Paul A. Gilbert, S. Paul Miller, U.S. Army Engineer Waterways Experiment Station, and United States Army Corps of Engineers (page images at HathiTrust)
• A probabilistic analysis of embankment stability problems (Dept. of Defense, Dept. of the Army, Corps of Engineers, Waterways Experiment Station, Soils ands Pavements Laboratory, 1977), by Lawrence William Gilbert, Waterways Experiment Station (U.S.), and United States Army Corps of Engineers (page images at HathiTrust)
• Approximate upper limit of irregular wave runup on riprap (U.S. Army Engineer Waterways Experiment Station ;, 1988), by John P. Ahrens, Martha S. Heimbaugh, Coastal Engineering Research Center (U.S.), United States. Army. Corps of Engineers. Jacksonville District, United States. Army. Corps of Engineers. Detroit District, and U.S. Army Engineer Waterways Experiment Station (page images at HathiTrust)
• Scour problems and methods for prediction of maximum scour at vertical seawalls (U.S. Army Engineer Waterways Experiment Station ;, 1992), by Jimmy E. Fowler, U.S. Army Engineer Waterways Experiment Station, Coastal Engineering Research Center (U.S.), and United States Army Corps of Engineers (page images at HathiTrust)
• Newburyport Harbor, Massachusetts ; Report 1: Design for wave protection and erosion control (Waterways Experiment Station ;, 1979), by Charles R. Curren, C. E. Chatham, and United States. Army. Corps of Engineers. New England Division (page images at HathiTrust)
• Utilization of filter fabric for streambank protection applications : final report (Waterways Experiment Station ;, 1980), by Malcolm P. Keown, Elba A. Dardeau, United States Army Corps of Engineers, and Waterways Experiment Station (U.S.). Hydraulics Laboratory (page images at HathiTrust)
• Effect of reservoir filling on stresses and movements in earth and rockfill dams : a report of an investigation (Waterways Experiment Station, 1972), by E. S. Nobari and J. M. Duncan (page images at HathiTrust)
• The role of fill strength in the stability of embankments on soft clay foundations (WES, 1976), by Suphon Chirapuntu, J. M. Duncan, and United States Army Corps of Engineers (page images at HathiTrust; US access only)
• Pore pressures in soft ground under surface loading: interpretation of field records (U.S. Waterways Experiment Station, 1976), by R. H. G. Parry, C. P. Wroth, and United States Army Corps of Engineers (page images at HathiTrust; US access only)
• Planting guidelines for marsh development and bank stabilization (Fort Belvoir, Virginia : U.S. Army Coastal Engineering Research Center ; Springfield, Virginia : National Technical Information Service, Operations Division, 1977., 1977), by Paul L. Knutson and Coastal Engineering Research Center (U.S.) (page images at HathiTrust)
• Riprap stability on earth embankments tested in large-and small-scale wave tanks (Washington, D.C. : U. S. Army Coastal Engineering Research Center, 1972., 1972), by Arvid L. Thomsen, Alfred S. Harrison, Paul E. Wohlt, Coastal Engineering Research Center (U.S.), and United States Army Corps of Engineers (page images at HathiTrust)
• Design criteria for lateral dikes in estuaries (Vicksburg, Mississippi : U.S. Army Engineer Waterways Experiment Station ; [Springfield, Virginia] : [Available from National Technical Information Service], 1993., 1993), by Rutherford C. Berger, Michael P. Alexander, Waterways Experiment Station (U.S.), U.S. Army Engineer Waterways Experiment Station, United States Army Corps of Engineers, and Evaluation Repair (page images at HathiTrust)
• Canal bank erosion due to wind-generated water waves : progress report I (U.S. Dept. of the Interior, Bureau of Reclamation, Office of Assistant Commissioner and Chief Engineer, 1961), by E. J. Carlson, William W. Sayre, and United States. Bureau of Reclamation. Division of Engineering Laboratories (page images at HathiTrust)
• Experiments to determine the erosive effects of floodwaters on railroad embankments. (Waterways Experiment Station, 1931), by Waterways Experiment Station (U.S.) (page images at HathiTrust)
• Investigations of certain proposed methods of bank and embankment protection : part 1, full-scale experiments to determine method for protection of railroad embankments subject to overflow : part 2, laboratory investigations of the effectiveness of various proposed types of revetment. (Waterways Experiment Station, 1933), by Waterways Experiment Station (U.S.) (page images at HathiTrust)
• Studies of the use of pervious fence for streambank revetment (U.S. Dept. of Agriculture, Soil Conservation Service, 1951), by John T. O'Brien, California Institute of Technology. Hydrodynamics Laboratories, and United States. Soil Conservation Service (page images at HathiTrust)
• Use of steel jetties for bank protection and channelization in rivers (U.S. Bureau of Reclamation], 1956), by E. J. Carlson and Philip F. Enger (page images at HathiTrust; US access only)
• Energy dissipation by bank structures (University of California, College of Engineering, 1959), by George Kalkanis and Z. Irshad A. Hashmi (page images at HathiTrust; US access only)
• Pipe interaction with the backfill envelope. (Federal Highway Administration ;, 1999), by National Science Foundation (U.S.), University of Massachusetts at Amherst. Department of Civil & Environmental Engineering, and United States. Federal Highway Administration (page images at HathiTrust)
• Rock movement in large-scale tests of riprap stability under wave action (U.S. Coastal Engineering Research Center, 1967), by Thorndike Saville (page images at HathiTrust)
• Rationalizing the seismic coefficient method (Vicksburg, Mississippi : U.S. Army Engineer Waterways Experiment Station, 1984., 1984), by Mary Ellen Hynes, U.S. Army Engineer Waterways Experiment Station, and United States Army Corps of Engineers (page images at HathiTrust)
• A rapid method of construction control for embankments of cohesive soil (U. S. Dept. of the Interior, Bureau of Reclatmation; [for sale by the Supt. of Docs, U. S. Govt. Print. Off., 1961), by Jack W. Hilf (page images at HathiTrust)
• A rapid method of construction control for embankments of cohesive soil (U.S. Dept. of the Interior, Bureau of Reclamation; [for sale by the Superintendent of Documents, U.S. Govt. Print. Off., 1966), by Jack W. Hilf (page images at HathiTrust)
• Caving banks on the Mississippi River. (U.S. Mississippi river commission?], 1886), by B. M. Harrod and United States. Mississippi River Commission (page images at HathiTrust)
• Great Salt Lake crossing : report on foundation investigations and designs, quantities, cost estimates and annual costs of alternative structures for Southern Pacific Company, Office of the Chief Engineer, San Francisco, California (The Company, 1953), by Southern Pacific Company and International Engineering Company (page images at HathiTrust; US access only)
• Guidelines for the design and construction of small embankment dams. (Dept. of Water Resources, 1977), by California. Division of Safety of Dams (page images at HathiTrust; US access only)
• Feasibility of using sewage sludge in highway embankment construction (Federal Highway Administration, 1975), by Gillette Research Institute, A. Kawam, and United States. Federal Highway Administration (page images at HathiTrust)
• Prediction of overtopping rates for irregular waves on riprap revetments (U.S. Army Engineer Waterways Experiment Station ;, 1992), by Donald L. Ward, U.S. Army Engineer Waterways Experiment Station, Coastal Engineering Research Center (U.S.), and United States Army Corps of Engineers (page images at HathiTrust)
• Potential toe scour and wave reflection at revetments (U.S. Army Engineer Waterways Experiment Station, 1996), by Ernest R. Smith, Coastal Engineering Research Center (U.S. Army Engineer Waterways Experiment Station), U.S. Army Engineer Waterways Experiment Station, and United States Army Corps of Engineers (page images at HathiTrust)
• Hydraulic model studies of fuse plug embankments (Hydraulics Branch, Division of Research and Laboratory Services, Engineering and Research Center, U.S. Dept. of the Interior, Bureau of Reclamation ;, 1985), by C. A. Pugh and Engineering and Research Center (U.S.). Hydraulics Branch (page images at HathiTrust)
• Characteristics and problems of dispersive clay soils (U.S. Bureau of Reclamation, 1991), by Paul C. Knodel and United States Bureau of Reclamation (page images at HathiTrust)
• Missouri River, Garrison Dam - Lake Sakakawea : embankment criteria and performance report (U.S. Army Corps of Engineers, Omaha District, 1981), by United States. Army. Corps of Engineers. Omaha District (page images at HathiTrust)
• Design and construction of retaining dikes for containment of dredged material : final report (Dept. of Defense, Dept. of the Army, Corps of Engineers, Waterways Experiment Station, Environmental Effects Laboratory, 1977), by David P. Hammer, Edward O Blackburn, United States. Army. Corps of Engineers. Savannah District, Waterways Experiment Station (U.S.), and United States Army Corps of Engineers (page images at HathiTrust)
• Design, construction, and analysis of fabric-reinforced embankment test section at Pinto Pass, Mobile, Alabama (The Station ;, 1981), by Jack Fowler, Environmental Laboratory (U.S. Army Engineer Waterways Experiment Station), United States. Army. Corps of Engineers. Mobile District, and United States Army Corps of Engineers (page images at HathiTrust)
• Structural behavior of a reinforced concrete arch culvert : phase 2, Posey Canyon : report (s.n.], 1968), by California. Bridge Department, Louis R. Patterson, and Raymond E. Davis (page images at HathiTrust; US access only)
• Design of riprap revetment (Federal Highway Administration ;, 1989), by Scott A. Brown, Eric S. Clyde, Sutron Corporation, and United States. Federal Highway Administration (page images at HathiTrust)
• Harmony with the lake : guide to bluff stabilization, Lake Michigan, Illinois. (The Illinois Coastal Zone Management Program, Division of Water Resources, Illinois Dept. of Transportation, 1977), by Illinois. Coastal Zone Management Program (page images at HathiTrust; US access only)
• Galvanic anode tests (National Association of Corrosion Engineers, 1950), by National Association of Corrosion Engineers. Technical Practices Committee (page images at HathiTrust; US access only)
• Finite element analyses of stresses and movements in embankments during construction : a report of an investigation (Dept. of Civil Engineering, University of California, 1969), by Fred H. Kulhawy, H. Bolton Seed, J. M. Duncan, and Berkeley. Department of Civil Engineering University of California (page images at HathiTrust; US access only)

More items available under broader and related terms at left.