3ITO T, MATSUI T. Methods to estimate lateral force acting on stabilizing piles[J]. Soils and Foundations, 1975, 15(4): 43-59.
4ITO T, MATSUI T, HONG W P. Design method for stabilizing piles against landslide--one row of piles[J]. Soils and Foundations, 1981, 21(1): 21 -37.
5ITO 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.
6HASSIOTIS S, CHAMEAU J L, GUNARATNE M. Design method for stabilization of slopes with piles[J]. Journal of Geoteehnieal and Geoenvironmental Engineering. 1997. 123(4): 314-323.
7CAI F, UGAI K. Numerical analysis of the stability of a slope reinforced with piles[J]. Soils and Foundations, 2000, 40(1): 73-84.
8LIANG R, ZENG S. Numerical study of soil arching mechanism in drilled shafts for slope stabilization[J]. Soils and Foundations, 2002, 42(2): 83- 92.
9WON JINOH, YOU KWANGHO, JEONG SANGSEOM, et al. Coupled effects in stability analysis of pile-slope systems[J]. Computers and Geotechnies, 2005, 32(4): 304-315.
10WEI W B, CHENG Y M. Strength reduction analysis for slope reinforced with one row of piles[J]. Computers and Geoteehnies, 2009, 36(7): 1176-1185.