4Hassiotis S, Chameau J, Gunaratne M. Design method for stabiliza- tion of slopes with piles[ J]. Journal of Geotechnical and Geoenvir- onmental Engineering,1997,123(4) : 314-323.
5Poulos H G. Design of reinforcing piles to increase slope stability [ J ]. Canadian Geotechnical Journal, 1995,32 ( 5 ) : 808 - 818.
6Long M. Database for retaining wall and ground movements due to deep excavations [ J ]. Journal of Geotechnical and Geoenvironmen- tal Engineering,2001,127 ( 3 ) : 203-224.
7Ashour M, Ardalan H. Analysis of pile stabilized slopes based on soil-pile interaction [ J ]. Computers and Geotechnics ,2012,39: 85- 97.
8Ito T, Matsui T, Hong W P. Extended design method for multi-row stabilizing piles against landslide [ J]. Soils and Foundations, 1982, 22(1) : 1-13.
9Kourkoulis R, Gelagoti F, Anastasopoulos I, et al. Slope stabilizing piles and pile- groups : Parametric study and design insights [ J ]. Journal of Geotechnical and Geoenvironmental Engineering,2011, 137(7) : 663-677.
10Fenelli G B, Pagano L. Computing top-beam effects in retaining wails [ J ]. Journal of Geotechnical and Geoenvironmental Engineer- ing, 1999,125 (8) : 665-672.
