| [1] | 沈卫平. 浅埋黄土隧道施工方法及支护受力研究［J］. 岩土工程界，2000 (4): 29-32.SHEN Wei-ping. Research on Construction Methodology and Reinforcement Force-undertaking for Shallowoverburden Loess Tunnel ［J］. Geotechnical Engineering World，2000 (4): 29-32.
|
| [2] | 师伟. 浅埋偏压黄土隧道变形破坏机制分析及治理措施［J］. 公路交通技术，2006 (5): 116-118.SHI Wei. Analysis of Deformation and Damage System in Shallow Buried Side Stress Loess Tunnel and Counter Measures ［J］. Technology of Highway and Transport，2006 (5): 116-118.
|
| [3] | 许崇帮，田海宁，周宁. 鳌峰山隧道洞口段风险源辨识与风险评估分析［J］. 公路交通科技，2012，29(10): 78-82.XU Chong-bang，TIAN Hai-ning，ZHOU Ning.Distinguishing of Security Ｒisk Source and Risk Assessment of Portals of Aofengshan Tunnel ［J］. Journal of Highway and Transportation Research and Development，2012，29 ( 10): 78-82.
|
| [4] | 赵中华. 浅埋富水黄土隧道开挖支护及塌方预防施工技术隧道［J］. 铁道建筑技术，2012，(3): 24-29.ZHAO Zhong-hua. Construction Technology for Tunnels Excavation Supporting and Collapse Prevention of Shallowburied and Water Abundant Loess Areas ［J］. RailwayConstruction Technology，2012 (3): 24-29.
|
| [5] | 王洪峰，钟祖良. 超浅埋大偏压分离式黄土隧道大变形灾害及治理［J］. 地下空间与工程学报，2012，8(增2): 1481-1485.WANG Hong-feng，ZHONG Zu-liang. Research on the Large Deformation of Ultra-shallow and Large-bias Separated Tunnel in Loess Plateau and Its Treatment ［J］.Chinese Journal of Underground Space and Engineering，2012，8 ( S2): 1481-1485.
|
| [6] | 陈峰宾，张顶立，扈世民. 基于收敛约束原理的大断面黄土隧道围岩与初支稳定性分析［J］. 北京交通大学学报，2011，35 (4): 28-32.CHEN Feng-bin，ZHANG Ding-li，HU Shi-min. Stability Analysis of Surrounding Rock and Supports in Large-span Loess Tunnel Using the Convergence-confinement Method［J］. Journal of Beijing Jiaotong University，2011，35(4): 28-32.
|
| [7] | 刘宝许，乔兰，李长洪. 基于动态围岩分类的高速公路隧道围岩稳定性评价方法［J］. 北京科技大学学报，2005，27 (2): 146-149.LIU Bao-xu，QIAO Lan，LI Chang-hong. Evaluation Method of Engineering Construction Stability for Expressway Tunnels Based on Dynamic Classification of Wall Rock ［J］. Journal of University of Science and Technology Beijing，2005，27 (2): 146-149.
|
| [8] | 李世辉. 隧道支护设计新论［M］. 北京: 科学出版社，1999.LI Shi-hui. New Designing of Tunnel Support ［M］.Beijing: Science Press，1999.
|
| [9] | 孙钧，潘晓明，王勇. 隧道围岩挤入型流变大变形预测及其工程应用研究［J］. 河南大学学报: 自然科学版，2012，42 (5): 646-653.SUN Jun，PAN Xiao-ming，WANG Yong. Study on the Prediction of Large Squeezing Creep-deformation of Tunnel Surrounding Rock and Its Applications ［J］. Journal of Henan University: Natural Science Edition，2012，42(5): 646-653.
|
| [10] | 原小帅，张庆松，李术才，等. 超大断面炭质千枚岩隧道新型支护结构长期稳定性研究［J］. 岩土力学，2011，32 ( S2): 556-561.YUAN Xiao-shuai，ZHANG Qing-song，LI Shu-cai，et al.Study of Long-term Stability of New Support Structure in Carbonaceous Phyllite Tunnels with Ultra-large Sections［J］. Rock and Soil Mechanics，2011，32 (S2): 556 －561.
|
| [11] | 郭增玉，张朝鹏，夏旺民. 高湿度Q2黄土的非线性流变本构模型及参数［J］. 岩石力学与工程学报，2000，19 (6): 780-784.GUO Zeng-yu，ZHANG Chao-peng，XIA Wang-min.Nonlinear Rheological Constitutive Models and Their Parameters of High Moisture Q2 Loess ［J］. Chinese Journal of Rock Mechanics and Engineering，2000，19(6): 780-784.
|
| [12] | 周大为，吴亚平，杨玫. 大断面黄土隧道的流变特性分析［J］. 山西建筑，2007，33 ( 18): 297-298.ZHOU Da-wei，WU Ya-ping，YANG Mei. Analysis of Rheology Characteristics of Bridge-tunnel Transition Section in High-speed Railway ［J］. Shanxi Archiecture，2007，33 (18): 297-298.
|
| [13] | 唐亦川，江丽华，李晓军. 重塑黄土黏弹特性试验研究与模型参数分析［J］. 公路，2011 ( 6 ): 136 －141.TANG Yi-chuan，JIANG Li-hua，LI Xiao-jun.Experimental Study and Parameter Analysis of Remolded Loess with Viscoelasticity ［J］. Highway，2011 ( 6 ):136-141.
|
| [14] | 田兵，杨建国，张晓. 浅埋软弱黄土公路隧道围岩变形与衬砌受力特征［J］. 交通标准化，2010 (14):109-112.TIAN Bing，YANG Jian-guo，ZHANG Xiao. Deformation of Surrounding Rock and Stress of Lining Structure for Shallow-buried Loess Highway Tunnel
|
| [15] | [ J ].Communications Standardization，2010(14): 109-112.
|
| [16] | 蔡美峰，何满潮，刘东燕. 岩石力学与工程［M］.北京: 科学出版社，2006.CAI Mei-feng，HE Man-chao，LIU Dong-yan. Rock Mechanics and Engineering ［M］. Beijing: Science Press，2006.
|
| [17] | 赵玲，葛科，刘恩龙. 黄土的流变特性分析［J］. 建筑科学，2011，27 (3): 69-73.ZHAO Ling，GE Ke，LIU En-long. Study on the Rheological Properties of Loess ［J］. Building Science，2011，27 (3): 69-73.
|
| [18] | 师刚. 西宁过境公路西段大酉山隧道安全评估报告［R］. 北京: 北京交科公路勘察设计研究院有限公司，2012.SHI Gang. The Safety Evaluation Report of Dayoushan Tunnel in Xining ［R］. Beijing: RIOH Transport Consultants Ltd.，2012.
|
| [19] | 陈建勋，王梦恕，轩俊杰，等. 两车道公路黄土隧道变形规律［J］. 交通运输工程学报，2012，12 (3):9-18.CHEN Jian-xun，WANG Meng-shu，XUAN Jun-jie，et al.Deformation Rule of Loess Highway Tunnel with Two Lanes［J］. Journal of Traffic and Transpotation Engineering，2012，12 (3): 9-18.
|
