Continuum Analytical Models for the Ultimate Limit State Design of Energy Piles
Author:
Publisher
Springer Nature Singapore
Link
https://link.springer.com/content/pdf/10.1007/978-981-99-9722-0_26
Reference13 articles.
1. Anoyatis G, Mylonakis G (2012) Dynamic Winkler modulus for axially loaded piles. Geotechnique 62(6):521–536
2. Anoyatis G, Di Laora R, Mandolini A, Mylonakis G (2013) Kinematic response of single piles for different boundary conditions: analytical solutions and normalization schemes. Soil Dyn Earthq Eng 44:183–195
3. Anoyatis G, Mylonakis G, Tsikas A (2019) An analytical continuum model for axially loaded end bearing piles in inhomogeneous soil. Int J Numer Anal Meth Geomech 43(6):1162–1183
4. Brandl H(2006) Energy foundations and other thermos-active ground structures. Géotechnique 56(2):81–122
5. Di Donna A, Loria AFR, Laloui L (2016) Numerical study of the response of a group of energy piles under different combinations of thermos-mechanical loads. Comput Geotech 72:126–142
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