Evaluating the Performance of Large-Diameter Bored Piles Socketed in Weathered Rock
Author:
Publisher
Springer Science and Business Media LLC
Subject
Geotechnical Engineering and Engineering Geology
Link
https://link.springer.com/content/pdf/10.1007/s40098-022-00623-1.pdf
Reference23 articles.
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2. Li H, Liu S, Tong L, Xu X (2018) Investigating the resonance compaction effect on laterally loaded piles in layered soil. Eng Geol 246:1–11. https://doi.org/10.1016/j.enggeo.2018.09.019
3. Li L, Li J, Huang J et al (2017) The bearing capacity of spudcan foundations under combined loading in spatially variable soils. Eng Geol 227:139–148. https://doi.org/10.1016/j.enggeo.2017.03.022
4. Marino G, Osouli A, Zamiran S, Shafii I (2017) Performance of a pier group foundation in swelling rock. Geotech Geol Eng 35:91–109. https://doi.org/10.1007/s10706-016-0087-6
5. Rathod D, Krishnanunni KT, Nigitha D (2020) A review on conventional and innovative pile system for offshore wind turbines. Geotech Geol Eng. https://doi.org/10.1007/s10706-020-01254-0
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1. Experimental and Numerical Analyses of Two Instrumented Large Diameter Drilled Shafts Under Bidirectional Static Loading Test;International Journal of Civil Engineering;2023-08-09
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