Experimental and Numerical Behavior of Horizontally Loaded Piled Rafts with a Defective Pile
Author:
Publisher
Springer Science and Business Media LLC
Subject
Geology,Soil Science,Geotechnical Engineering and Engineering Geology,Architecture
Link
https://link.springer.com/content/pdf/10.1007/s10706-022-02288-2.pdf
Reference50 articles.
1. Albuquerque PJR, Garcia JR, Freitas NO (2017) Behavioral evaluation of small-diameter defective and intact bored piles subjected to axial compression. Soils Rocks 40:109–121. https://doi.org/10.28927/SR.402109
2. Ashour M, Norris G (2004) Lateral behavior of pile groups in layered soils. J Geotech Geoenviron Eng 130:580–592. https://doi.org/10.1061/(asce)1090-0241(2004)130:6(580)
3. Basile F (2015) Non-linear analysis of vertically loaded piled rafts. Comput Geotech 63:73–82. https://doi.org/10.1016/j.compgeo.2014.08.011
4. Bhartiya P, Chakraborty T, Basu D (2020) Settlement estimation of piled rafts for initial design. J Geotech Geoenviron Eng 146:1–17. https://doi.org/10.1061/(ASCE)GT.1943-5606.0002195
5. Brazilian Association of Technical Standards (ANBT) (2006) NBR 12131: piles—static load test—test method (in portuguese). 8 p
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