Determining the stability of vertical breakwaters against sliding based on individual sliding distances during a storm

Coastal Engineering

Volumn 94, Issue , 2014, Pages 90-101

  Kim, Seung Woo ^a,b   Suh, Kyung Duck ^a  

^a Seoul National University   (South Korea)

^b US ARMY ENGINEER RESEARCH AND DEVELOPMENT CENTER   (United States)

Author keywords

Breakwaters; Caisson; Climate change; First passage probability; Sliding distance

Indexed keywords

BREAKWATERS; CAISSONS; DESIGN; FOUNDATIONS; HYDRAULIC STRUCTURES; PRESSURE VESSELS; PROBABILITY; PROBABILITY DISTRIBUTIONS; STORMS; WATER WAVES;

DESIGN VARIABLES; FIRST-PASSAGE; PERFORMANCE BASED DESIGN; PROBABILISTIC DISTRIBUTION; SIGNIFICANT WAVE HEIGHT; SLIDING DISTANCES; STATISTICAL CHARACTERISTICS; VERTICAL BREAKWATER;

CLIMATE CHANGE;

BREAKWATER; CAISSON; CLIMATE CHANGE; COASTAL PROTECTION; PROBABILITY; SLIDING; STORM SURGE; WATER DEPTH;

JAPAN;

EID: 84936988804     PISSN: 03783839     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.coastaleng.2014.09.001     Document Type: Article

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