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172 results on '"Le, Conghuan"'

24. Comparison analysis of the bearing capacity of rock-socketed piles and sand piles for offshore wind turbines.

Author

Zhang Puyang, Xiong Lichao, Le Conghuan, Dong Hongji, and Ding Hongyan

Subjects
PILES & pile driving, WIND turbines, PHOSPHOGYPSUM, BENDING moment, SOIL testing
Abstract

Copyright of Journal of Southeast University (English Edition) is the property of Journal of Southeast University Editorial Office and its content may not be copied or emailed to multiple sites or posted to a listserv without the copyright holder's express written permission. However, users may print, download, or email articles for individual use. This abstract may be abridged. No warranty is given about the accuracy of the copy. Users should refer to the original published version of the material for the full abstract. (Copyright applies to all Abstracts.)

Published
2023
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28. Research on Liquefaction Resistance of Bucket Foundation for Offshore Wind Turbines.

Author

LI Jingyi, ZHANG Puyang, LE Conghuan, DING Hongyan, and QI Xiaoliang

Subjects
LIQUEFACTION (Physics), WIND turbines, WIND power, ECONOMIC activity, STRUCTURAL design
Abstract

Copyright of Southern Energy Construction is the property of Southern Energy Construction Editorial Office and its content may not be copied or emailed to multiple sites or posted to a listserv without the copyright holder's express written permission. However, users may print, download, or email articles for individual use. This abstract may be abridged. No warranty is given about the accuracy of the copy. Users should refer to the original published version of the material for the full abstract. (Copyright applies to all Abstracts.)

Published
2023
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32. Model tests on leveling process of four bucket foundation for offshore wind turbines.

Author

Zhang, Puyang, Jiang, Quanmin, Zhang, Chao, Ding, Hongyan, and Le, Conghuan

Subjects
WIND turbines, PAILS, SAND casting
Abstract

In the installation process of offshore wind turbines, the control of dip angle is very strict, so the leveling in the sinking process of bucket foundation is a key construction technology. Aiming at the installation process of four bucket foundation, the leveling experimental study was carried out in sand. During the test, the changes of pressure, installation depth in each bucket and the inclination angle of foundation were monitored, so as to compare the advantages and disadvantages of different leveling methods. The experimental results show that using single bucket pressure leveling method can make the foundation leveling more accurate, but the leveling efficiency is low; Using the method of multiple buckets pressure leveling can make the leveling efficiency higher, but the fluctuation of the foundation will be larger in the leveling process; Combined leveling has high practicability, which can integrate the advantages of single bucket pressure leveling and multiple buckets pressure leveling. [ABSTRACT FROM AUTHOR]

Published
2023
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