The behavior of laterally loaded piles subjected to scour in marine environment

KSCE Journal of Civil Engineering

Volumn 13, Issue 6, 2009, Pages 403-408

  Kishore, Y Nanda ^a   Rao, S Narasimha ^b   Mani, J S ^b  

^a EIL ^*  (India)

^b INDIAN INSTITUTE OF TECHNOLOGY MADRAS   (India)

Author keywords

Consistency of the soil; Cyclic loading; Lateral capacity of the pile; Load eccentricity ratio; Pile rigidity; Scour depth

Indexed keywords

CONSISTENCY OF THE SOIL; CYCLIC LOADING; LATERAL CAPACITY OF THE PILE; LOAD ECCENTRICITY RATIO; SCOUR DEPTH;

ALUMINA; ALUMINUM; BENDING (DEFORMATION); BENDING MOMENTS; BENDING TESTS; BRIDGE PIERS; CLAY MINERALS; COLUMNS (STRUCTURAL); CYCLIC LOADS; EROSION; GEOLOGIC MODELS; PILE FOUNDATIONS; RIGIDITY; SCOUR; SOILS;

PILES;

EID: 70350231497     PISSN: 12267988     EISSN: 19763808     Source Type: Journal    
DOI: 10.1007/s12205-009-0403-2     Document Type: Article

References (7)

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