Experiment on Incipient Motion of Different Clay Content Sediment

Hui Xiao; Yan Li

doi:10.4028/www.scientific.net/AMR.1065-1069.486

Paper Titles

Analysis of Inhomogeneity of Internal Force in Front Wall of Caisson
p.463

Case Study on Soft Foundation of Coastal Saline Soil
p.469

Cross-Section Model Test on Shelter Effect of Pile Jetty on Revetment
p.475

Discussion on the Method for Determining the Harbor Channel Design Width - Take the Proposed 250,000 ton Waterway of Panjin Harbor for Instance
p.480

Experiment on Incipient Motion of Different Clay Content Sediment
p.486

Load Effects Analysis and Safety Evaluation of High-Pile Pier Slideway Structure while Large Platform Dragged Horizontally to Move to Barge
p.491

Load Effects Analysis of High-Pile Pier Skid-Way Quay while Offshore Platform Loaded to Barge Whose Deck Elevation Adjusted by Aided Jacks
p.495

Monitoring of Inland Tide Embankment of Binzhou Port
p.499

Research on Calculation Method of Internal Force Caused by Seasonal Temperature Difference in All-Vertical-Piled Wharf
p.503

HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 1065-1069Experiment on Incipient Motion of Different Clay...

Experiment on Incipient Motion of Different Clay Content Sediment

Abstract:

Based on 8 group sediment samples of the median diameter between 0.0084 mm ~ 0.067 mm and the clay content between 1% ~ 40%, carried out the incipient condition test under current action and wave action respectively in laboratory, the results show that: sediment incipient condition increases with decreasing the median diameter and increasing the clay content; while the clay content is more than 10%, the incipient condition increases significantly with increasing the compactness of bottom sediment; the results can provide the reference for the engineering construction.