Estimation of Seismic Earth Pressure Acting on Stabilizing Piles in Sandy Slopes Considering Soil Arching Effect
Author:
Publisher
Springer Nature Singapore
Link
https://link.springer.com/content/pdf/10.1007/978-981-99-9061-0_50
Reference18 articles.
1. Al-Defae AH, Knappett JA (2014) Centrifuge modeling of the seismic performance of pile-reinforced slopes. J Geotech Geoenviron Eng 140(6):04014014
2. Chen CY, Martin GR (2002) Soil–structure interaction for landslide stabilizing piles. Comput Geotech 29(5):363–386. https://doi.org/10.1016/S0266-352X(01)00035-0
3. Durrani IK, Ellis EA, Reddish DJ (2008) Numerical modelling of lateral pile-soil interaction for a row of piles in a frictional soil. In: Proceedings ISSMGE 1st International Conference Advances in Transport Geotechnics. CRC Press, pp 305–312
4. Guo WD, Ghee EH (2006) Behavior of axially loaded pile groups subjected to lateral soil movement. Found Anal Des, 174–181
5. He Y, Hazarika H, Yasufuku N, Han Z (2015) Evaluating the effect of slope angle on the distribution of the soil–pile pressure acting on stabilizing piles in sandy slopes. Comput Geotech 69:153–165. https://doi.org/10.1016/j.compgeo.2015.05.006
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