胡鑫,阳军生,钟放平,等. 山谷地带浅埋大跨隧道地表竹管注浆地层预加固方法 [J]. 公路工程,2012,37 (1): 32-36.HU Xin ,YANG Jun-sheng,ZHONG Fang-ping,et al.Ground Pre-reinforcement of Shallow Large Span Tunnel inValley Region Area Using Bamboo Tube Grouting [J].Highway Engineering,2012, 37 (1): 32-36.
[2]
石钰锋,阳军生,杨峰,等. 软弱围岩大断面隧道相向施工围岩稳定性分析与掌子面加固研究 [J]. 公路交通科技,2013,30 (5): 82-88.SHI Yu-feng,YANG Jun-sheng ,YANG Feng,et al.Study of Stability of Surrounding Rock due to Approachingof Two Excavation Faces and Face Reinforcement in aLarge Cross-section Tunnel in Weak Stratum [J]. Journalof Highway and Transportation Research and Develop-ment,2013,30 (5): 82-88.
[3]
苟德明,阳军生,张戈. 浅埋暗挖隧道管棚变形监测及受力机制分析 [J]. 岩石力学与工程学报,2007,26 (6): 1258 – 1264.GOU De-ming, YANG Jun-sheng, ZHANG Ge.Deformation Monitoring and Mechanical Behaviors of Pipe-roof in Shallow Tunnels [J]. Chinese Journal of RockMechanics and Engineering,2007,26 (6): 1258-1264.
[4]
MUSSO G. Jacked Pipe Provides Roof for UndergroundConstruction in Busy Urban Area [J]. ASCE CivilEngineering, 1979, 49 (11): 79-82.
[5]
石钰锋,阳军生,邵华平,等. 超浅覆大断面暗挖隧道下穿富水河道施工风险分析及控制研究 [J]. 岩土力学,2012,33 (增 2): 229-234.SHI Yu-feng,YANG Jun-sheng,SHAO Hua-ping,et al.Risk Analysis and Control Study of Super-shallow Tunnelwith Large Cross-section under Water-rich Channel [J].Rock and Soil Mechanics,2012,33 (S2): 229-234.
[6]
蒋洪胜,侯学渊. 软土地层中的圆形隧道载荷模式研究 [J]. 岩石力学与工程学报,2003,22 (4): 651-658.JIANG Hong-sheng,HOU Xue-yuan. Study of the LoadingPattern on Circular Tunnel in Soft Ground [J]. ChineseJournal of Rock Mechanics and Engineering,2003,22(4) : 651-658.
[7]
吉小明. 软土浅埋暗挖隧道开挖面扰动特性及稳定性分析[J]. 铁道科学与工程学报,2007,4 (4): 56-60.JI Xiao-ming. Face Stability Analysis and DisturbedBehavior of Shallow Bored Tunnel in Soils[J]. Journal ofRailway Science and Engineering,2007,4 (4): 56-60.
[8]
刘志春,李文江,朱永全. 淤泥质地层地铁隧道施工地表沉 降 预 测 及 分 析 [J]. 岩 土 力 学,2005,26(10): 2681- 2684.LIU Zhi-chun,LI Wen-jiang,ZHU Yong-quan. Forecastand Analysis of Surface Subsidence of Metro TunnelConstruction in Mucky Ground [J]. Rock and SoilMechanics,2005,26 (10) : 1681-1684.
[9]
况勇,朱永全,贾晓云. 上海地铁 2#线淤泥质地层地铁隧道浅埋暗挖施工技术方案研究 [J]. 岩石力学与工程学报, 2006, 25 (增 1): 2946-2951.KUANG Yong,ZHU Yong-quan,JIA Xiao-yun. Study ofConstruction Technique Scheme of Shallow EmbeddedTunnel of Shanghai Subway #2 Line in Silty Stratum [J].Chinese Journal of Rock Mechanics and Engineering,2006,25 (S1) : 2946-2951.
[10]
杨峰. 浅埋隧道围岩稳定性的极限分析上限法研究[D]. 长沙: 中南大学, 2009.YANG Feng. Investigation of Surrounding Rock Stability ofShallow Tunnel Using Upper Bound Solution of LimitAnalysis [D]. Changsha: Central South University,2009.
[11]
张黎明,郑颖人,王在泉,等. 有限元强度折减法在公路隧道中的应用探讨 [J]. 岩土力学,2007,28(1): 97-106.ZHANG Li-ming,ZHENG Ying-ren,WANG Zai- quan,et al. Application of Strength Reduction Finite ElementMethod to Road Tunnels [J]. Rock and Soil Mechanics,2007,28 (1): 97-102.
[12]
尹莹,王在泉,王建新. 用有限元强度折减法对海底隧道进行稳定性分析 [J]. 烟台大学学报: 自然科学与工程版,2007,27 (3): 210-214.YIN Ying, WANG Zai-quan, WANG Jian-xin.Application of Strength Reduction Finite Element Methodin Stability Analysis of Subsea Tunnel [J]. Journal ofYantai University: Natural Science and EngineeringEdition,2007,27 (3): 210-214.
[13]
安永林,黄戡,彭立敏,等. 强度折减法分析隧道整体稳定性[J]. 公路交通科技,2011,28 (4): 91-95.AN Yong-lin, HUANG Kan, PENG Li-min, et al.Analysis of Tunnel Stability Based on Strength ReductionMethod [J]. Journal of Highway and TransportationResearch and Development, 2011,28 (4): 91-95.