Numerical Modelling of the Rate-Dependent Characteristics of Laterally Loaded Single Pile in Dry Sand
Author:
Publisher
Springer Singapore
Link
https://link.springer.com/content/pdf/10.1007/978-981-16-5547-0_8
Reference14 articles.
1. Zhang C, White D, Randolph M (2011) Centrifuge modeling of the cyclic lateral response of a rigid pile in soft clay. J Geotech Geoenviron Eng 137(7):717–729
2. Harry PG (1982) Single pile response to cyclic lateral load. J Geotech Eng Div 108(3):355–375
3. Seed HB, Lundgren R (1954) Investigation of the effect of transient loadings on the strength and deformation characteristics of saturated sands. ASTM 54:1288–1306
4. Nguyen QH (2008) Rapid load testing of piles in sand, effects of loading rate and excess pore pressure. Master thesis, Hanoi University of Civil Engineering, Vietnam
5. Suits LD, Sheahan TC, Kong L, Zhang L (2007) Rate-controlled lateral-load pile tests using a robotic manipulator in centrifuge. Geotech Test J 30:13138. https://doi.org/10.1520/GTJ13138
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