FOUNDATIONS

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  • 期刊=Transactions of Tianjin Universityx
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Experimental Studies on Modified Suction Caissons in Fine Sand Subject to Uplift Loading被引量：5
《Transactions of Tianjin University》2017年第6期562-569,共8页Hanbo Zhai Dayong Li 
supported by the National Natural Science Foundation of China(nos.51379118 and 51639002);SDUST Research Fund(no.2015TDJH104)
A modified suction caisson (MSC), which was reported by the authors of this paper previously, comprises an external short-skirted structure that is added to a regular suction caisson (RSC). It has been proved that MSC...
关键词：Bearing capacity CAISSONS FLOWCHARTING FOUNDATIONS Offshore wind turbines Pressure vessels Wind turbines 
Load Transferring Mechanism on Transition Section of Composite Bucket Foundation for Offshore Wind Turbines被引量：2
《Transactions of Tianjin University》2017年第5期434-444,共11页Puyang Zhang Zhi Zhang Junjie Ma Hongyan Ding Ruiqi Hu 
supported by the National Science Foundation of China(No.51379142);Tianjin Natural Science Foundation(No.13JCQNJC06900)
The composite bucket foundation (CBF) is a new kind of foundation which has been applied in the offshore wind industry. A reasonable connection pattern between the tower and the CBF top cover is crucial for load trans...
关键词：FOUNDATIONS Offshore wind turbines Steel beams and girders Wind turbines 
Optimal Skirt Spacing for Subsea Skirted Foundation Considering Floating Stability被引量：1
《Transactions of Tianjin University》2017年第5期445-450,共6页Hongyan Ding Yan Zhu Puyang Zhang Conghuan Le 
supported by the National Natural Science Foundation of China (No. 51309179);Tianjin Municipal Natural Science Foundation (No. 14JCQNJC07000)
A hydraulics model is built in Moses to find the optimal internal skirt spacing for the maximum floating stability of the skirted foundation. The results show that the increase in the internal skirts’ number can help...
关键词：FOUNDATIONS 
Methods for Estimating the Ultimate Bearing Capacity of Layered Foundations
《Transactions of Tianjin University》2003年第4期330-333,共4页袁凡凡 闫澍旺 
The Meyerhof and Hanna′s(M-H) method to estimate the ultimate bearing capacity of layered foundations was improved. The experimental results of the load tests in Tianjin New Harbor were compared with predictions with...
关键词：ultimate bearing capacity layered foundations Meyerhof and Hanna′s method 
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