1. Jones C. J., Lawson C. R., Ayres D. J. Geotextile reinforced piled embanklnellts[J], Proc. 4th Int. Conf. on Georextiles: Geomembranes and related Products, Den Hoedted, Rotterdam: Balkema, 1990, 155-160.
2. Han J., Gabr M. A. Numerical analysis of geosynthetic-reinforced and pile-supported earth platforms over soft soil[J], Journal of Geotechnical and Geoenvironmental Engineering, ASCE. 2002, 128(l): 44-53.
3. LEI Jin-bo, XU Ze-zhong, JIANG Hong-dao, XU Yong-ming. Experimental studies on composite foundation with sparse PTC piles to control settlement [J], Chinese Journal of Geotechnical Engineering, 2005, Vol. 27 (6): 652-656.
4. XIA Yuan-you, RUI Rui. Experimental analysis of vertical soil arching effect of embankment reinforced by rigid pils, Chinese Journal of Geotechnical Engineering [J], 2006, 28(3): 327-331.
5. GAO Chenglei, LING Jianming, DU Hao, QIU Xin, YANG Ge. In-situ test on stress characteristics of composite foundation with sparse t-shaped rigid piles under widening embankment[J], Chinese Journal of Rock Mechanics and Engineering, 2008, Vol. 27(2): 354-361.