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Qin Chongren,Pang Hongli,Li Shisen,Zhang Wei. 2002. Experimental study on stability of sunken large diameter cylindrical structure on sandy seabed during construction period. Acta Oceanologica Sinica, (4):581-595
Experimental study on stability of sunken large diameter cylindrical structure on sandy seabed during construction period
Experimental study on stability of sunken large diameter cylindrical structure on sandy seabed during construction period
Received:April 12, 2002  Revised:May 29, 2002
DOI:
Key words:Sunken large diameter cylinder  sandy seabed  stability during construction period  assessing method  critical stability index
中文关键词:  Sunken large diameter cylinder  sandy seabed  stability during construction period  assessing method  critical stability index
基金项目:This work was apart of the National Scientific and Technical Project (Key)Plan of China under contract No.96-415-03-01-08 and financially sopported by the National Natural Scicnce Foundation of China under contract No.50079015.
Author NameAffiliation
Qin Chongren Department of Harbor Engineering, Tianjin University, Tianjin 300072, China 
Pang Hongli Department of Harbor Engineering, Tianjin University, Tianjin 300072, China 
Li Shisen Department of Harbor Engineering, Tianjin University, Tianjin 300072, China 
Zhang Wei Department of Harbor Engineering, Tianjin University, Tianjin 300072, China 
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Abstract:
      A systematic experimental research work is done for the stability of sunken large diameter cylinder during construction period. It is the first research that gives the method for assessing the stability of the larger diameter cylindrical structure, a set of values is derived also for the critical stability indices of the large diameter cylinder sunken to the sandy seabed.
中文摘要:
      A systematic experimental research work is done for the stability of sunken large diameter cylinder during construction period. It is the first research that gives the method for assessing the stability of the larger diameter cylindrical structure, a set of values is derived also for the critical stability indices of the large diameter cylinder sunken to the sandy seabed.
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