Puyang Zhang

Dr. Puyang Zhang

Department of Port, Coastal and Offshore Engineering, Tianjin University, Tianjin 300072, China
orcid

Research Focus & Metrics

Academic Career Length

17Years (2010-Present)

(Calculated once Scilit publication data is synced: current year − year of first publication + 1)

Representative Publications

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1 July 2015 in Ocean Engineering
Verified
Journal Article
Closed access
HDHongyan Ding
Hongyan Ding
YLYonggang Liu
Yonggang Liu
Puyang ZhangPuyang Zhang
Puyang Zhang
CLConghuan Le
Conghuan Le

1 November 2015 in Ocean Engineering
Verified
Journal Article
Closed access
Puyang ZhangPuyang Zhang
Puyang Zhang
YHYanqing Han
Yanqing Han
HDHongyan Ding
Hongyan Ding
SZSiyu Zhang
Siyu Zhang

1 March 2016 in Ocean Engineering
Verified
Journal Article
Closed access
Puyang ZhangPuyang Zhang
Puyang Zhang
YGYaohua Guo
Yaohua Guo
YLYonggang Liu
Yonggang Liu
HDHongyan Ding
Hongyan Ding

14 June 2013 in Transactions of Tianjin University
Verified
Journal Article
Closed access
PDF file
HDHongyan Ding
Hongyan Ding
JLJijian Lian
Jijian Lian
ALAidong Li
Aidong Li
Puyang ZhangPuyang Zhang
Puyang Zhang

12 April 2012 in Transactions of Tianjin University
Verified
Journal Article
Closed access
PDF file
JLJijian Lian
Jijian Lian
HDHongyan Ding
Hongyan Ding
Puyang ZhangPuyang Zhang
Puyang Zhang
RYRui Yu
Rui Yu

1 November 2013 in Journal of Waterway, Port, Coastal, and Ocean Engineering
Verified
Journal Article
Closed access
Puyang ZhangPuyang Zhang
Puyang Zhang
HDHongyan Ding
Hongyan Ding
CLConghuan Le
Conghuan Le
In 1999, two mooring dolphin platforms (MDP1 and MDP2), each with three suction caissons, were installed in the JZ9–3 field of the Bohai Sea of China. Before installation, penetration and retrieval tests for MDP1 were conducted near the design location site. In 2006, after being in service for 7 years, partial removal and repenetration prototype trials were performed for MDP2. The MDP1 platform has the same geometric structure and weight as MDP2, in which each suction caisson is 6 m in diameter and 9 m in height. Typical soil profiles at the site mainly consist of organic silt, silty clay, and clay. Records from the transducers were relevant to the installation and retrieval of the suction caissons, which were performed by controlling the pump discharge into/out of the caissons. The results show that skin friction decreases because of the seepage effect that occurs after applying the suction pressure inside the caisson. However, clayey or silty soils with low permeability required more time and su...