[1] 蒋树屏,刘元雪,黄伦海,等.环保型傍山隧道结构研究[J].中国公路学报,2006,19(1):80-83.
JIANG Shuping, LIU Yuanxue, HUANG Lunhai, et al. Research on environmental friendly structure of tunnel adjacent to mountain[J]. China Journal of Highway and Transport, 2006, 19(1):80-83.
[2] 崔伟良,黄振燕,李红.隧道棚洞施工工艺[J].中外公路,2012,32:138-140.
CUI Weiliang, HUANG Zhenyan, LI Hong.Construction technology of tunnel shed [J]. Journal of China & Foreign Highway, 2012, 32 :138-140.
[3] 王建设.半明半暗公路隧道施工技术[J].铁道标准设计,2007(6) :107-109.
WANG Jianshe.Construction technology for half light and half dark road tunnels [J]. Railway Standard Design, 2007(6) :107-109.
[4] 徐辉杰,廖方谞.望牛岭隧道半明半暗段套拱施工[J].广东公路交通,2002(3):47-49.
XU Huijie,LIAO Fangxu. Construction of umbrella arch at half-open section of Wangniuling tunnel[J]. Guangdong Highway Communications, 2002(3) :47-49.
[5] 李新航.灵西隧道明拱暗墙进洞施工[J].铁道建筑技术,2003(4): 47-49.
LI Xinhang. Portal excavation of Lingxi tunnel by open arch and subsurface wall[J]. Railway Construction Technology, 2003(4) :47-49.
[6] 蔡业青,林锋泉.粤赣高速公路龙祖山隧道洞口浅埋段施工[J].公路,2005(12):208-212.
CAI Yeqing, LIN Fengquan. Construction of shallow-buried section of Longzu mountain tunnel entrance on Yue-Gan expressway[J]. Highway, 2005 (12) :208-212.
[7] 余飞,陈善雄,陈修和,等.通透肋式拱梁隧道结构分析[J].岩石力学与工程学报,2009,28(10):2039-2047.
YU Fei, CHEN Shanxiong, CHEN Xiuhe, et al. Structural analysis of permeable tunnel with ribbed arch beam[J]. Chinese Journal of Rock Mechanics and Engineering, 2009, 28(10) :2039-2047.
[8] 程炜,程新军.复杂地形条件下高速公路双线隧道施工技术[J].铁道建筑,2005(4):45-47.
CHEN Wei, CHEN Xinjun.Construction technique of expressway double-lane tunnel under complex terrain condition [J]. Railway Engineering, 2005(4) :45-47.
[9] 刘晓燕,徐晓春,谢巧勤,等.安徽东至兆吉口铅锌矿床的地质和地球化学特征及成因[J].大地构造与成矿学,2015,39(6): 1072-1082.
LIU Xiaoyan, XU Xiaochun, XIE Qiaoqin, et al. Geological and geochemical characteristics and genesis of the Zhaojikou Lead-Zinc Deposit in Dongzhi county, Anhui province [J]. Geotectonica et Metallogenia, 2015, 39(6) :1072-1082.
[10] 何思明.高切坡超前支护桩与坡体共同作用分析[J].山地学报,2006,24(5):574-579.
HE Siming. Interaction of pre-reinforced pile-soil of high cutting slope [J]. Journal of Mountain Science, 2006, 24(5) :574-579.
[11] 雷明锋,彭立敏,施成华,等.浅埋偏压隧道衬砌受力特征及破坏机制试验研究[J] .中南大学学报(自然科学版),2013,44(8):3316-3325.
LEI Mingfeng, PENG Limin, SHI Chenghua, et al. Model research on failure mechanism and lining stress characteristics of shallow buried tunnel under unsymmetrical pressure [J]. Journal of Central South University (Science and Technology), 2013, 44(8) :3316-3325.
[12] 邓之友,彭立敏,刘正初.浅埋偏压隧道围岩渐进破坏机制分析[J].隧道建设,2012,32(2):150-155.
DENG Zhiyou, PENG Limin, LIU Zhengchu. Study on progressive failure mechanisms of rock mass of asymmetrically-loaded tunnel under shallow cover [J]. Tunnel Construction, 2012, 32(2) :150-155.
[13] 周嘉宾,张小旺,侯腾飞.浅埋偏压隧道洞口段初期支护变形分析与控制[J].地下空间与工程学报,2012,8(增刊1):1411-1417.
ZHOU Jiabin, ZHANG Xiaowang, HOU Tengfei. Analysis and control of primary support deformation for the entrance of a shallow tunnel under unsymmetrical pressure [J ].Chinese Journal of Underground Space and Engineering, 2012, 8(Sup1) :1411-1417. |