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1

Smith, Orson P. Cost-effective optimization of rubble-mound breakwater cross sections. Vicksburg, Miss: U.S. Army Engineer Waterways Experiment Station, 1986.

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2

Smith, Orson P. Cost-effective optimization of rubble-mound breakwater cross sections. Vicksburg, Miss: U.S. Army Engineer Waterways Experiment Station, 1986.

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3

Carver, Robert D. Rubble-mound breakwater wave-attenuation and stability tests, Burns Waterway Harbor, Indiana. [Vicksburg, Miss: U.S. Army Engineer Waterways Experiment Station, 1993.

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4

Carver, Robert D. Rubble-mound breakwater wave-attenuation and stability tests, Burns Waterway Harbor, Indiana. [Vicksburg, Miss: U.S. Army Engineer Waterways Experiment Station, 1993.

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5

Markle, Dennis G. Stability of rubble-mound breakwater and jetty toes: Survey of field experience. [Vicksburg, Miss: U.S. Army Engineer Waterways Experiment Station, 1986.

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6

Markle, Dennis G. Stability of rubble-mound breakwater and jetty toes: Survey of field experience. [Vicksburg, Miss: U.S. Army Engineer Waterways Experiment Station, 1986.

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7

American Society of Civil Engineers. Committee on Rubble Mound Structures., ed. Reconstruction of the west breakwater at Port Sines, Portugal. New York: American Society of Civil Engineers, 1994.

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8

Carver, Robert D. Stability of dolos overlays for rehabilitation of stone-armored rubble-mound breakwater heads subjected to breaking waves. Vicksburg, Miss: U.S. Army Engineer Waterways Experiment Station, 1989.

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9

Carver, Robert D. Stability response of stone- and dolos-armored, rubble-mound breakwater trunks subjected to spectral waves. [Vicksburg, Miss: U.S. Army Engineer Waterways Experiment Station, 1989.

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10

Aguirre, Richardo. REMR Management Systems--BREAKWATER computer program user manual (version 1.0). [Champaign, IL]: US Army Corps of Engineers, Construction Engineering Research Laboratories, 1998.

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11

Carver, Robert D. Rubble-mound breakwater wave-attenuation and stability tests, Olcott Harbor, New York: Coastal model investigation. [Vicksburg, Miss: U.S. Army Engineer Waterways Experiment Station, 1991.

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12

Carver, Robert D. Stability of stone- and dolos-armored rubble-mound breakwater heads subjected to breaking and nonbreaking waves with no overtopping. [Vicksburg, Miss: U.S. Army Engineer Waterways Experiment Station, 1989.

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13

Carver, Robert D. Stability of stone- and dolos-armored, rubble-mound breakwater heads subjected to nonbreaking waves with no overtopping. [Vicksburg, Miss: U.S. Army Engineer Waterways Experiment Station, 1987.

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14

Carver, Robert D. Stability and wave transmission response of stone- and dolos-armored, rubble-mound breakwater trunks subjected to extreme wave heights. [Vicksburg, Miss: U.S. Army Engineer Waterways Experiment Station, 1986.

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15

Carver, Robert D. Stability of dolos overlays for rehabilitation of dolos-armored rubble-mound breakwater and jetty trunks subjected to breaking waves. [Vicksburg, Miss: U.S. Army Engineer Waterways Experiment Station, 1988.

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16

Carver, Robert D. Stability of dolos overlays for rehabilitation of tribar-armored rubble-mound breakwater and jetty trunks subjected to breaking waves. [Vicksburg, Miss: U.S. Army Engineer Waterways Experiment Station, 1988.

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17

Carver, Robert D. Stability of dolos overlays for rehabilitation of tribar-armored rubble-mound breakwater and jetty trunks subjected to breaking waves: Final report. Vicksburg, Miss: U.S. Army Engineer Waterways Experiment Station, 1988.

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18

Carver, Robert D. Stability of dolos and tribar overlays for rehabilitation of stone-armored rubble-mound breakwater and jetty trunks subjected to breaking waves. [Vicksburg, Miss: U.S. Army Engineer Waterways Experiment Station, 1988.

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19

Carver, Robert D. Stability of dolos and tribar overlays for rehabilitation of stone-armored rubble-mound breakwater and jetty trunks subjected to breaking waves. [Vicksburg, Miss: U.S. Army Engineer Waterways Experiment Station, 1988.

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20

H, Willis D., Baird W. F, Magoon Orville T, and American Society of Civil Engineers. Committee on Rubble Mound Structures., eds. Berm breakwaters: Unconventional rubble-mound breakwaters. New York, N.Y: American Society of Civil Engineers, 1988.

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21

Melby, Jeffrey A. Reliability assessment of breakwaters. Vicksburg, Miss: U.S. Army Engineer Waterways Experiment Station, 1997.

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22

Melby, Jeffrey A. Reliability assessment of breakwaters. Vicksburg, MS: U.S. Army Corps of Engineers, Waterways Experiment Station, 1997.

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23

International Symposium on Monitoring of Breakwaters (1st 1999 Pyle Center at the University of Wisconsin). Breakwaters '99: First International Symposium on Monitoring of Breakwaters : conference proceedings : September 8-10, 1999, Pyle Center at the University of Wisconsin, Madison, Wisconsin, United States. Reston, Va: American Society of Civil Engineers, 2002.

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24

Melby, Jeffrey A. Damage prog[r]ession on rubble-mound breakwaters. Vicksburg, Miss: U.S. Army Engineer Waterways Experiment Station, 1999.

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25

Bottin, Robert R. Periodic inspections of Kahului and Laupahoehoe breakwaters, Hawaii: Armor unit monitoring for period 1992/93-2001. [Vicksburg, MS (3909 Halls Ferry Rd., Vicksburg, 39180): U.S. Army Corps of Engineers, Engineer Research and Development Center, Coastal and Hydraulics Laboratory, 2002.

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26

Bottin, Robert R. Periodic inspections of Kahului and Laupahoehoe breakwaters, Hawaii: Armor unit monitoring for period 1992/93-2001. [Vicksburg, Miss: US Army Corps of Engineers, Engineer Research and Development Center, Coastal and Hydraulics Laboratory, 2002.

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27

D, Mcgehee David, United States. Army. Corps of Engineers., U.S. Army Engineer Waterways Experiment Station., Coastal and Hydraulics Laboratory (U.S. Army Engineer Waterways Experiment Station), and Monitoring Completed Navigation Projects Program (U.S.), eds. Burns Harbor, Indiana, monitoring study: Final report. [Vicksburg, Miss.]: U.S. Army Engineer Waterways Experiment Station, 1997.

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28

Simpson, David P. State-of-the-art procedures for sealing coastal structures with grouts and concretes. [Vicksburg, Miss: U.S. Army Engineer Waterways Experiment Station, 1989.

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29

Markle, Dennis G. Periodic inspections of Kahului and Laupahoehoe breakwaters, Hawaii: Base conditions. [Vicksburg, Miss: U.S. Army Engineer Waterways Experiment Station, 1994.

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30

T, Magoon Orville, Davidson D. Donald, Hudson Robert Y, American Society of Civil Engineers. Committee on Rubble Mound Structures of the Waterways, Port, Coastal, and Ocean Division., and Coastal Zone Foundation, eds. Case histories of the design, construction, and maintenance of rubble mound structures: Derived from a seminar held at the Eureka Inn in Eureka, California, U.S.A., May 26-27, 1994. New York: The Society, 1995.

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31

Melby, Jeffrey A. CORE-LOC concrete armor units. Vicksburg, Miss: U.S. Army Engineer Waterways Experiment Station, 1997.

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32

Melby, Jeffrey A. CORE-LOC concrete armor units. Vicksburg, MS: U.S. Army Corps of Engineers, Waterways Experiment Station, 1997.

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33

Ward, Donald L. Repair of localized armor stone damage on rubble-mound structures: Coastal model investigation. [Vicksburg, Miss: U.S. Army Engineer Waterways Experiment Station, 1990.

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34

Carver, Robert D. Investigation of random variations in stability response of stone-armored, rubble-mound breakwaters. [Vicksburg, Miss: U.S. Army Engineer Waterways Experiment Station, 1991.

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35

Markle, Dennis G. Periodic inspections of Kahului and Laupahoehoe breakwaters, Hawaii. [Vicksburg, Miss: U.S. Army Engineer Waterways Experiment Station, 1994.

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36

Carver, Robert D. Investigation of wave grouping effects on the stability of stone-armored, rubble-mound breakwaters. [Vicksburg, Miss: U.S. Army Engineer Waterways Experiment Station, 1994.

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37

Melby, Jeffrey A. CORE-LOC concrete armor units. Vicksburg, MS: U.S. Army Corps of Engineers, Waterways Experiment Station, 1997.

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38

Carver, Robert D. Prototype experience with the use of dissimilar armor for repair and rehabilitation of rubble-mound coastal structures. [Vicksburg, Miss: U.S. Army Engineer Waterways Experiment Station, 1989.

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39

Carver, Robert D. Prototype experience with the use of dissimilar armor for repair and rehabilitation of rubble-mound coastal structures. [Vicksburg, Miss: U.S. Army Engineer Waterways Experiment Station, 1989.

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40

Simpson, David P. Laboratory techniques for evaluating effectiveness of sealing voids in rubble-mound breakwaters and jetties with grouts and concretes. [Vicksburg, Miss: U.S. Army Engineer Waterways Experiment Station, 1990.

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41

Carver, Robert D. Investigation of wave grouping effects on the stability of stone-armored, rubble-mound breakwaters. [Vicksburg, Miss: U.S. Army Engineer Waterways Experiment Station, 1994.

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42

Fowler, Jimmy E. Coastal scour problems and methods for prediction of maximum scour. [Vicksburg, Miss: U.S. Army Engineer Waterways Experiment Station, 1993.

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43

Fowler, Jimmy E. Coastal scour problems and methods for prediction of maximum scour. [Vicksburg, Miss: U.S. Army Engineer Waterways Experiment Station, 1993.

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44

Markle, Dennis G. Stability of toe berm armor stone and toe buttressing stone on rubble-mound breakwaters and jetties: Physical model investigation. [Vicksburg, Miss: U.S. Army Engineer Waterways Experiment Station, 1989.

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45

Markle, Dennis G. Stability of toe berm armor stone and toe buttressing stone on rubble-mound breakwaters and jetties: Physical model investigation. [Vicksburg, Miss: U.S. Army Engineer Waterways Experiment Station, 1989.

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46

Donald, Davidson D., Magoon Orville T, and American Society of Civil Engineers. Committee on Rubble Mound Structures., eds. Stresses in concrete armor units: Derived from a seminar at the Waterways Experiment Station, Coastal Engineering Research Center, Vicksburg, Mississippi, U.S.A., November 7-8, 1989. New York, N.Y: American Society of Civil Engineers, 1990.

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47

Fassardi, Claudio D. Analysis of wave groups effects on rubble mound breakwater stability. 1993.

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48

Santa Monica breakwater feasibility: Communication from the Acting Assistant Secretary (Civil Works), the Department of the Army, transmitting a report on the hurricane and storm damage reduction, and environmental restoration project for the Santa Monica Pier, Santa Monica, California, pursuant to section 101(a)(7) of the Water Resources Development Act of 1996. Washington: U.S. G.P.O., 1997.

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49

Willis, D. H., and W. F. Baird. Berm Breakwaters: Unconventional Rubble Mound Break Waters. Amer Society of Civil Engineers, 1988.

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50

Yoo, Chul-hee. Wave interaction with rubble mound structures. 1989.

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