CHEN Hong-kai，TANG Hong-mei，YI Peng-ying，et a1． Discussed in dangerous rock supporting calculation method[J]．The Chinese Journal ofGeological Hazard and Control，2004，15(2)：134-135．
[7]
DB 50／143-2003地质灾害防治工程勘察规范[S]．重庆：重庆 市质量技术监督局，2003．
[8]
周兴辉，宋爱华．横向作用下弹性长桩的计算[J]．山东建筑， 2002(2)：9-10．
[9]
ZHOU Xing-hui，SONG Ai-hua．Transverse elastic long piles under the action of the calculation[J]．Shandong Structure，2002(2)：9 一l0．
[10]
肖春锦．微型钢管桩用于滑坡治理及理论分析[J]．路基工程， 2010(4)：94-97．
[11]
XIAO Chun-jin．Landslide treatment with micro steel tube pile and theoretical analysis[J]．Subgrade Engineering，2010(4)：94-97
GUO Liang，ZHOU Feng，LI Jun-eai，et a1．Numerical simulation analysis and horizontal bearing capacity test of muhiple grouting micro-piles[J]．Journal of Nanjing University of Technology：Natu— ral Science，2010，32(6)：64—70．
FENG Jun，ZHOU De-pei，JIANG Nan，et a1．A model for calculation of internal force of micropile systeMto reinforce bedding rock slope[J]．Chinese Journal of Rock Mechanics and Engineering， 2006，25(2)：284-288．
