Research on Elastic and Impulsive Dynamic Charateristics of Landslides
ZHANG Rui-gang1 ,TANG Hong-mei 12,CHEN Hong-kai1
1.Institute of Geotechnical Engineering,Chongqing Jiaotong University,Chongqing 400074,China
2.Key Laboratory for Exploitation of Southwestern Resources& Environmental Disaster Control Engineering
Ministry of Education,Chongqing University,Chongqing 400040,China
ZHANG Rui-gang ,TANG Hong-mei ,CHEN Hong-kai. Research on Elastic and Impulsive Dynamic Charateristics of Landslides[J]. Journal of Chongqing Jiaotong University(Natural Science), 2011, 30(S1): 533-535.
[1]陈洪凯,唐红梅,叶四桥,等.危岩防治原理[M].北京:地震出
版社,2006.
[2]DB 50/5029-2004地质灾害防治工程设计规范[S].重庆:重
庆市建设委员会,重庆市国土资源和房屋管理局,2004.
[3]朱宝龙,陈强,胡厚田,等.注浆微型桩群支护体系作用机理及
其工程应用[M].北京:科学出版社,2009.
[4]杨汉臣.微型钢管桩在边坡治理中的应用及其机理分析[D].
长沙:中南大学,2007.
[5]陈洪凯,唐红梅,易朋莹,等.危岩支撑计算方法探讨[J].中国
地质灾害与防治学报,2004,15(2):134-135.
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.
[6]郭亮,周峰,李俊才,等.多次注浆微型桩水平承载力试验与数
值模拟分析[J].南京工业大学学报:自然科学版,2010,32
(6):64-70.
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.
[7]冯君,周德培,江南,等,微型桩体系加固顺层岩质边坡的内力
计算模式[J].岩石力学与工程学报,2006,25(2):284-288.
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.
[8]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.
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.
ZHOU Xing-hui,SONG Ai-hua.Transverse elastic long piles under
the action of the calculation[J].Shandong Structure,2002(2):9
一l0.
[9]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.
XIAO Chun-jin.Landslide treatment with micro steel tube pile and
theoretical analysis[J].Subgrade Engineering,2010(4):94-97