ZHU Yan-peng,LI Zhong.Improvement on Stability Analysis of Soil Nailing in Foundation Excavations and Its Software Development[J].Chinese Journal of Geotechnical Engineering,2005,27(8):939-943.
ZHU Yan-peng,WANG Xiu-li,ZHANG Gui-wen,et al.Design,Construction and Experimental Monitoring of Lengthy Deep Foundation in Zhongguang Building of Lanzhou[J].Engineering Mechanics,2003(S):336-341.
[5]
董建华.地震作用土钉支护边坡动力分析与抗震设计方法研究[D].兰州:兰州理工大学,2008.
[6]
DONG Jian-hua.Study on Dynamic Analysis and Seismic Design of Slope Protected by Soil Nailing Retaining Wall Under Earthquake[D].Lanzhou:Lanzhou University of Technology,2008.
[7]
VUCETIC M,TUFENKJIAN M R,DOROUDIAN M.Dynamic Centrifuge Testing of Soil-nailed Excavations[J].Geotechnical Testing Journal,1993,16(2):172-187.
[8]
COLLIN J G,CHOUERY CURTIS V E,BERG R R.Field Observations of Reinforced Soil Structures Under Seismic Loading[C]//OTANA J,MIYATA Y,MUKUNOKI T.Proceedings of the International Symposium on Earth Reinforcement.Rotterdam:Balkema,1992:223-228.
[9]
HANNA S,JURAN I,LEVY O,et al.Recent Developments in Soil-nailing:Design and Practice[J].Journal of Engineering and Applied Science,1998,81:259-284.
[10]
COTTON P E,DAVID M,LUARK P F,et al.Seismic Response and Extended Life Analysis of the Deepest Top-down Soil Nail Wall in the U.S.[J].Geotechnical Special Publication,2004,124:723-740.
[11]
陈建仁.土钉加筋边坡之耐震研究[D].台北:台湾大学,2001.
[12]
CHEN Jian-ren.Study on the Anti-earthquake of Soil Nailed Slopes[D].Taipei:Taiwan University,2001.
[13]
赖荣毅.土钉模型边坡动态反应仿真[D].台北:台湾大学,2003.
[14]
LAI Rong-yi.Dynamic Response Simulation of Soil Nailed Slope Model[D].Taipei:Taiwan University,2003.
ZHANG Ming-ju,LU Qi,WANG Cheng-hao,et al.Shaking Table Test for Aseismic Behavior of the Soil-nail Supporting System[J].Journal of Beijing University of Technology,2011,37(6):822-828.
WANG Li-ping,ZHANG Ga,ZHANG Jian-min,et al.Dynamic Centrifuge Modeling Test of Cohesive Soil Slope Reinforced with Soil Nailing[J].Chinese Journal of Rock Mechanics and Engineering,2009,28(6):1226-1230.
DONG Jian-hua,ZHU Yan-peng.Parametric Analysis on Seismic Behavior of Highway Slope Protected by Soil Nailing Retaining Wall Under Earthquake[J].Journal of Xi'an University of Architecture & Technology:Natural Science Edition,2007,39(5):661-666.
CHEN Xi-zhe.Soil Mechanics and Foundation[M].4th ed.Beijing:Tsinghua University Press,2004.
[33]
JGJ 120—99,建筑深基坑支护技术规程[S].
[34]
JGJ 120—99,Technical Specification for Retaining and Protection of Building Foundation Excavations[S].
[35]
KAGAWA T.Lateral Pile-group Response Under Seismic Loading[J].Soils and Foundations,1983,23(4):75-86.
[36]
SEED H B,IDRISS I M.Soil Moduli and Damping Factors for Dynamic Response Analysis[R].Berkeley:Earthquake Research Engineering Center,University of California,1970.
[37]
胡聿贤.地震工程学[M].北京:地震出版社,1988.
[38]
HU Yu-xian.Earthquake Engineering[M].Beijing:Earthquake Press,1988.
[39]
GB 50010—2002,混凝土结构设计规范[S].
[40]
GB 50010—2002,Code for Design of Concrete Structures[S].
[41]
BYRNE R J,COTTON D,PORTERFIELD J,et al.Manual for Design and Construction Monitoring of Soil Nail Walls[R].Washington DC:Federal Highway Administration,1998.
[42]
GB 50011—2010,建筑抗震设计规范[S].
[43]
GB 50011—2010,Code for Seismic Design of Building[S].