Citation: | ZHANG Xiang, LI Lin-an, WANG Shi-bin, LIU Xi-jun, GENG Wen-bin. Limit Analysis of Surrounding Rock Pressure for Shallow Tunnels Considering Floor Heave[J]. Applied Mathematics and Mechanics, 2017, 38(8): 911-921. doi: 10.21656/1000-0887.370346 |
[1] |
关宝树, 赵勇. 软弱围岩隧道施工技术[M]. 北京: 人民交通出版社, 2011: 4-13.(GUAN Bao-shu, ZHAO Yong. Construction Technology of Surrounding Rock Tunnel [M]. Beijing: China Communications Press, 2011: 4-13.(in Chinese))
|
[2] |
王毅才. 隧道工程[M]. 北京: 人民交通出版社, 2006: 65-78.(WANG Yi-cai. Tunnel Engineering [M]. Beijing: China Communications Press, 2006: 65-78.(in Chinese))
|
[3] |
Terzaghi K. Theoretical Soil Mechanics [M]. New York: John Wiley & Sons, 1943.
|
[4] |
周希圣, 宋宏伟. 国外围岩松动圈支护理论研究概况[J]. 建井技术, 1994(4): 67-71.(ZHOU Xi-sheng, SONG Hong-wei. General situation of the study on the supporting theory of surrounding rock loose circle in foreign countries[J]. Mine Construction Technology,1994(4): 67-71.(in Chinese))
|
[5] |
中华人民共和国交通部. 公路隧道设计规范: JTG D70—2004[S]. 北京: 人民交通出版社, 2004.(Ministry of Transport of the People’s Republic of China. Code of design tunnel of proad: JTG D70—2004[S]. Beijing: China Communications Press, 2004.(in Chinese))
|
[6] |
Atkinson J H, Potts D M. Stability of shallow tunnel in cohesionless soil[J]. Geotechnique,1977,27(2): 203-215.
|
[7] |
Davis E H, Gunn M J, Mair R J. The stability of shallow tunnel and underground openings in cohesive material [J]. Geotechnique,1980,30(4): 397-416.
|
[8] |
Sloan S W, Assadi A. Stability of shallow tunnels in soft ground[C]// Predictive Soil Mechanics: Proceedings of the Wroth Memorial Symposium . St Catherine’s College, Oxford, 1992: 644-663.
|
[9] |
Sloan S W, Kleeman P W. Upper bound limit analysis using discontinuous velocity fields[J]. Computer Methods in Applied Mechanics and Engineering,1995,127(1/4): 293-314.
|
[10] |
Takemura J, Kimura T, Wong S F. Undrained stability of two-dimensional unlined tunnels in soft soil[C]// Proceedings of JSCE . 1990, No 418: 267-277.
|
[11] |
杨小礼. 线性与非线性破坏准则下岩土极限分析方法及其应用[D]. 博士学位论文. 长沙: 中南大学, 2002.(YANG Xiao-li. Limit analysis method and its application to geotechnical engineering with linear and nonlinear failure criteria[D]. PhD Thesis. Changsha: Central South University, 2009.(in Chinese))
|
[12] |
Yang X L, Yin J H. Slope stability analysis with nonlinear failure criterion[J]. Journal of Engineering Mechanics,2004,130(3): 267-273.
|
[13] |
杨小礼. 岩石极限分析非线性理论及其应用[J]. 中南大学学报(自然科学版), 2009,40(1): 225-229.(YANG Xiao-li. Limit analysis with nonlinear failure criterion in rock masses and its applications[J]. Journal of Central University(Science and Technology),2009,40(1): 225-229.(in Chinese))
|
[14] |
Chen J, Yin J H, Lee C F. Upper bound limit analysis of slope stability using rigid finite elements and nonlinear programming[J]. Canadian Geotechnical Journal,2003,40(4): 742-752.
|
[15] |
杨峰, 阳军生. 浅埋隧道围岩压力确定的极限分析方法[J]. 工程力学, 2008,25(7): 179-184.(YANG Feng, YANG Jun-sheng. Limit analysis method for determination of earth pressure on shallow tunnel[J]. Engineering Mechanics,2008,25(7): 179-184.(in Chinese))
|
[16] |
杨峰. 浅埋隧道围岩稳定性的极限分析上限法研究[D]. 博士学位论文. 长沙: 中南大学, 2010.(YANG Feng. Investigation of shallow tunnel stability using upper bound solution of limit analysis[D]. PhD Thesis. Changsha: Central South University, 2010.(in Chinese))
|
[17] |
杨峰, 阳军生, 赵炼恒. 浅埋隧道工作面破坏模式与支护反力研究[J]. 岩土工程学报, 2010,32(2): 279-284.(YANG Feng, YANG Jun-sheng, ZHAO Lian-heng. Collapse mechanism and support pressure for shallow tunnel face[J]. Chinese Journal of Geotechnical Engineering,2010,32(2): 279-284.(in Chinese))
|
[18] |
杨峰, 阳军生, 张学民, 等. 黏土不排水条件下浅埋隧道稳定性上限有限元分析[J]. 岩石力学与工程学报, 2010,29(S2): 3952-3959.(YANG Feng, YANG Jun-sheng, ZHANG Xue-min, et al. Finite element analysis of upper bound solution of shallow-buried tunnel stability in undrained clay[J]. Chinese Journal of Rock Mechanics and Engineering,2010,29(S2): 3952-3959.(in Chinese))
|
[19] |
Yang X L, Huang F. Collapse mechanism of shallow tunnel based on nonlinear Hoek-Brown failure criterion[J]. Tunneling and Underground Space Technology,2011,26(6): 686-691.
|
[20] |
李永鑫. 浅埋隧道围岩压力的上限分析与围岩稳定性研究[D]. 硕士学位论文. 长沙: 中南大学, 2012.(LI Yong-xin. Upper bound analysis of earth pressure and surrounding rock stability analysis for shallow tunnel[D]. Master Thesis. Changsha: Central South University, 2012.(in Chinese))
|
[21] |
孔恒, 王梦恕, 张德华. 隧道底板隆起的成因、分类与控制[J]. 中国安全科学学报, 2003,13(1): 30-33.(KONG Heng, WANG Meng-shu, ZHANG De-hua. Causation and classification of tunnel floor heave and its control[J]. China Safety Science Journal,2003,13(1): 30-33.(in Chinese))
|
[22] |
WANG Zhi-wei, QIAO Chun-sheng, SONG Chao-ye, et al. Upper bound limit analysis of support pressures of shallow tunnels in layered jointed rock strata[J]. Tunnelling and Underground Space Technology,2014,43: 171-183.
|
[23] |
张标. 各种不利因素下浅埋隧道稳定性的上限分析[D]. 硕士学位论文. 长沙: 中南大学, 2014.(ZHANG Biao. Upper bound analysis of stability of shallow tunnels for unfavorable conditions[D]. Master Thesis. Changsha: Central South University, 2014.(in Chinese))
|