Research on Bearing Characteristics of Grid Composite Foundation Based on Silt Solidification-Reference-Cited by-同舟云学术

Research on Bearing Characteristics of Grid Composite Foundation Based on Silt Solidification

Published:2021-10 Issue:5 Volume:35 Page:04021070
ISSN:0887-3828
Container-title:Journal of Performance of Constructed Facilities
language:en
Short-container-title:J. Perform. Constr. Facil.

Author:

Liu Xiaoqiang¹,Zhang Huaqing²,Yan Zhen¹,Zhang Yuting³,Li Kanyu⁴,Yang Yanhua¹

Affiliation:

1. Associate Researcher, Tianjin Research Institute for Water Transport Engineering, M.O.T., No. 2618, Xingang 2nd Rd., Binhai New Area, Tianjin OR300456, China.

2. Researcher, Tianjin Research Institute for Water Transport Engineering, M.O.T., No. 2618, Xingang 2nd Rd., Binhai New Area, Tianjin OR300456, China (corresponding author).

3. Senior Engineer, Tianjin Research Institute for Water Transport Engineering, M.O.T., No. 2618, Xingang 2nd Rd., Binhai New Area, Tianjin OR300456, China.

4. Senior Engineer, Changjiang Waterway Bureau, M.O.T., No. 16, jiefang Park Rd., Wuhan City, Hubei Province OR430014, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Safety, Risk, Reliability and Quality,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29CF.1943-5509.0001611

Reference29 articles.

1. Behaviour of expanded piles under upward loading due to radial preloading in soft clay

2. Contribution of Vertical Skin Friction to the Lateral Resistance of Large-Diameter Shafts

3. Reclamation and soil improvement on ultra-soft soil

4. Effect of Vertical Cross-Sectional Shape of Foundation on Settlement and Bearing Capacity of Soils

5. Byrne B. W. R. Mcadam H. J. Burd G. T. Houlsby and J. S. Gretlund. 2015. “New design methods for large diameter piles under lateral loading for offshore wind applications.” In Proc. Int. Symp. on Frontiers in Offshore Geotechnics. Boca Raton FL: CRC Press.

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1. Effects of cyclic loading on soil arching within pile-supported embankment with artificial crust: A coupled DEM-FDM approach;Transportation Geotechnics;2023-09