The Behaviour of Low Confinement Spun Pile to Pile Cap Connection
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Publisher
Springer International Publishing
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https://link.springer.com/content/pdf/10.1007/978-3-031-11898-2_97
Reference12 articles.
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2. Kaneko, O., Kawamata, S., Nakai, S., Sekiguchi, T., Mukai, T.: Analytical study of the main causes of damage to pile foundations during the 2011 off the Pacific coast of Tohoku earthquake. Jpn. Archit. Rev. 1(2), 235–244 (2018). https://doi.org/10.1002/2475-8876.12033
3. Wang, T., Yang, Z., Zhao, H., Wang, W.: Seismic performance of prestressed high strength concrete pile to pile cap connections. Adv. Struct. Eng. 17(9), 1329–1342 (2014). https://doi.org/10.1260/1369-4332.17.9.1329
4. Yang, Z., Wang, W.: Experimental and numerical investigation on the behaviour of prestressed high strength concrete pile-to-pile cap connections. KSCE J. Civ. Eng. 20(5), 1903–1912 (2016). https://doi.org/10.1007/s12205-015-0658-8
5. Yang, Z., Li, G., Nan, B.: Study on seismic performance of improved high-strength concrete pipe-pile cap connection. Adv. Mater. Sci. Eng. 2020 (2020). https://doi.org/10.1155/2020/4326208
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