A. Klar
- Soil—pipe interaction due to tunnelling: comparison between Winkler and elastic continuum solutions. Dans: Géotechnique, v. 55, n. 6 (août 2005). (2005):
- Tunnels in sands: the effect of size, depth and volume loss on greenfield displacements. Dans: Géotechnique, v. 62, n. 5 (mai 2012). (2012):
- Tunneling beneath Buried Pipes: View of Soil Strain and Its Effect on Pipeline Behavior. Dans: Journal of Geotechnical and Geoenvironmental Engineering, v. 136, n. 12 (décembre 2010). (2010):
- Theoretical Study on Pile Length Optimization of Pile Groups and Piled Rafts. Dans: Journal of Geotechnical and Geoenvironmental Engineering, v. 136, n. 2 (février 2010). (2010):
- Elastoplastic Solution for Soil-Pipe-Tunnel Interaction. Dans: Journal of Geotechnical and Geoenvironmental Engineering, v. 133, n. 7 (juillet 2007). (2007):
- Linear elastic tunnel pipeline interaction: the existence and consequence of volume loss equality. Dans: Géotechnique, v. 65, n. 9 (septembre 2015). (2015):
- Linear elastic tunnel pipeline interaction: the existence and consequence of volume loss equality. Dans: Géotechnique. :
- Energy-based volume loss prediction for tunnel face advancement in clays. Dans: Géotechnique, v. 64, n. 10 (octobre 2014). (2014):
- Distributed strain measurement for pile foundations. Dans: Proceedings of the Institution of Civil Engineers - Geotechnical Engineering, v. 159, n. 3 (juillet 2006). (2006):