Author: United States. Army. Corps of Engineers. Buffalo District
Publisher:
ISBN:
Category : Breakwaters
Languages : en
Pages : 126
Book Description
Cleveland Harbor West & East Arrowhead Breakwater, Ohio Repairs to Damage Caused by Superstorm Sandy
Author: United States. Army. Corps of Engineers. Buffalo District
Publisher:
ISBN:
Category : Breakwaters
Languages : en
Pages : 126
Book Description
Publisher:
ISBN:
Category : Breakwaters
Languages : en
Pages : 126
Book Description
Cleveland Harbor East Breakwater, Ohio Repairs to Damage Caused by Superstorm Sandy
Author: United States. Army. Corps of Engineers. Buffalo District
Publisher:
ISBN:
Category : Breakwaters
Languages : en
Pages : 118
Book Description
Publisher:
ISBN:
Category : Breakwaters
Languages : en
Pages : 118
Book Description
Cleveland Harbor, Ohio East Breakwater Repair (dolosse Section) Due to Damage Caused by Superstorm Sandy
Author:
Publisher:
ISBN:
Category : Breakwaters
Languages : en
Pages : 167
Book Description
Publisher:
ISBN:
Category : Breakwaters
Languages : en
Pages : 167
Book Description
Lorain Harbor East Breakwater, Ohio Repairs to Damage Caused by Superstorm Sandy
Author: United States. Army. Corps of Engineers. Buffalo District
Publisher:
ISBN:
Category : Breakwaters
Languages : en
Pages : 135
Book Description
Publisher:
ISBN:
Category : Breakwaters
Languages : en
Pages : 135
Book Description
Fairport Harbor East Breakwater, Ohio Repairs to Damage Caused by Superstorm Sandy
Author:
Publisher:
ISBN:
Category : Breakwaters
Languages : en
Pages : 191
Book Description
Publisher:
ISBN:
Category : Breakwaters
Languages : en
Pages : 191
Book Description
Value Engineering Study Report on Cleveland Harbor East and West Arrowhead Breakwater Repairs
Author: United States. Army. Corps of Engineers. Buffalo District
Publisher:
ISBN:
Category : Breakwaters
Languages : en
Pages : 25
Book Description
Publisher:
ISBN:
Category : Breakwaters
Languages : en
Pages : 25
Book Description
Periodic Inspection of Cleveland Harbor East Breakwater, Ohio
Author: Robert R. Bottin
Publisher:
ISBN:
Category : Breakwaters
Languages : en
Pages : 66
Book Description
Publisher:
ISBN:
Category : Breakwaters
Languages : en
Pages : 66
Book Description
Port Clinton Harbor East Jetty, Ohio, Repairs to Damage Caused by Superstorm Sandy
Author:
Publisher:
ISBN:
Category : Harbors
Languages : en
Pages : 171
Book Description
Publisher:
ISBN:
Category : Harbors
Languages : en
Pages : 171
Book Description
Evaluation of the Effects of Hurricane Sandy on the Concrete Armor Units on the Cleveland Harbor East Breakwater
Author: Glenn B. Myrick
Publisher:
ISBN:
Category :
Languages : en
Pages : 80
Book Description
The Cleveland Harbor East Breakwater, Cleveland, OH, rehabilitation was completed in 1980. The easternmost 4,440ft (1,341m) was armored with 29,741 two ton (1,814kg) dolosse, slender concrete armor units (CAU) used on coastal structures since 1964. The armor structurally failed within 33 years, a relatively short life for CAU structures. This thesis re-examines the monitoring data from rehabilitation to failure to investigate the deterioration of the armor layer up to the Hurricane Sandy related storm event and includes new information to correlate the remnants of Hurricane Sandy to dolos armor damage that was significant enough to require a new rehabilitation. Probable causes of dolos failures at Cleveland include underdesign, forcing stresses, settlement, ice pressure, continuous surface wave action and extreme storm events. The conditions during the Hurricane Sandy 100-year storm event included a 2 to 3ft (0.6 to 0.9m) storm surge, significant wave heights of 17.4ft (5.3m) and 9.2sec significant wave periods. Post-storm monitoring reinforced the acceptance that most, if not all, new significant dolos damage was the result of the remnants of Hurricane Sandy, resulting in areas of catastrophic armor unit failure along the 1979-1980 dolosse rehabilitation section of the Cleveland Harbor East Breakwater.
Publisher:
ISBN:
Category :
Languages : en
Pages : 80
Book Description
The Cleveland Harbor East Breakwater, Cleveland, OH, rehabilitation was completed in 1980. The easternmost 4,440ft (1,341m) was armored with 29,741 two ton (1,814kg) dolosse, slender concrete armor units (CAU) used on coastal structures since 1964. The armor structurally failed within 33 years, a relatively short life for CAU structures. This thesis re-examines the monitoring data from rehabilitation to failure to investigate the deterioration of the armor layer up to the Hurricane Sandy related storm event and includes new information to correlate the remnants of Hurricane Sandy to dolos armor damage that was significant enough to require a new rehabilitation. Probable causes of dolos failures at Cleveland include underdesign, forcing stresses, settlement, ice pressure, continuous surface wave action and extreme storm events. The conditions during the Hurricane Sandy 100-year storm event included a 2 to 3ft (0.6 to 0.9m) storm surge, significant wave heights of 17.4ft (5.3m) and 9.2sec significant wave periods. Post-storm monitoring reinforced the acceptance that most, if not all, new significant dolos damage was the result of the remnants of Hurricane Sandy, resulting in areas of catastrophic armor unit failure along the 1979-1980 dolosse rehabilitation section of the Cleveland Harbor East Breakwater.
Evaluation of the Effects of Hurricane Sandy on the Concrete Armor Units on the Cleveland Harbor East Breakwater
Author:
Publisher:
ISBN:
Category :
Languages : en
Pages :
Book Description
The Cleveland Harbor East Breakwater, Cleveland, OH, rehabilitation was completed in 1980. The easternmost 4,440ft (1,341m) was armored with 29,741 two ton (1,814kg) dolosse, slender concrete armor units (CAU) used on coastal structures since 1964. The armor structurally failed within 33 years, a relatively short life for CAU structures. This thesis re-examines the monitoring data from rehabilitation to failure to investigate the deterioration of the armor layer up to the Hurricane Sandy related storm event and includes new information to correlate the remnants of Hurricane Sandy to dolos armor damage that was significant enough to require a new rehabilitation. Probable causes of dolos failures at Cleveland include underdesign, forcing stresses, settlement, ice pressure, continuous surface wave action and extreme storm events. The conditions during the Hurricane Sandy 100-year storm event included a 2 to 3ft (0.6 to 0.9m) storm surge, significant wave heights of 17.4ft (5.3m) and 9.2sec significant wave periods. Post-storm monitoring reinforced the acceptance that most, if not all, new significant dolos damage was the result of the remnants of Hurricane Sandy, resulting in areas of catastrophic armor unit failure along the 1979-1980 dolosse rehabilitation section of the Cleveland Harbor East Breakwater.
Publisher:
ISBN:
Category :
Languages : en
Pages :
Book Description
The Cleveland Harbor East Breakwater, Cleveland, OH, rehabilitation was completed in 1980. The easternmost 4,440ft (1,341m) was armored with 29,741 two ton (1,814kg) dolosse, slender concrete armor units (CAU) used on coastal structures since 1964. The armor structurally failed within 33 years, a relatively short life for CAU structures. This thesis re-examines the monitoring data from rehabilitation to failure to investigate the deterioration of the armor layer up to the Hurricane Sandy related storm event and includes new information to correlate the remnants of Hurricane Sandy to dolos armor damage that was significant enough to require a new rehabilitation. Probable causes of dolos failures at Cleveland include underdesign, forcing stresses, settlement, ice pressure, continuous surface wave action and extreme storm events. The conditions during the Hurricane Sandy 100-year storm event included a 2 to 3ft (0.6 to 0.9m) storm surge, significant wave heights of 17.4ft (5.3m) and 9.2sec significant wave periods. Post-storm monitoring reinforced the acceptance that most, if not all, new significant dolos damage was the result of the remnants of Hurricane Sandy, resulting in areas of catastrophic armor unit failure along the 1979-1980 dolosse rehabilitation section of the Cleveland Harbor East Breakwater.