Citation: | PAN Jiliang, REN Fenhua. Analytical solution for surrounding rock of circular roadway based on generalized SMP criterion considering seepage and dilatancy[J]. COAL GEOLOGY & EXPLORATION, 2019, 47(5): 32-39. DOI: 10.3969/j.issn.1001-1986.2019.05.005 |
[1] |
刘成学,杨林德,李鹏. 考虑应力重分布的深埋圆形透水隧洞弹塑性解[J]. 工程力学,2009,26(2):16-20.
LIU Chengxue,YANG Linde,LI Peng. Elastic-plastic analytical solution of deep buried circle tunnel considering stress redistribution[J]. Engineering Mechanics,2009,26(2):16-20.
|
[2] |
荣传新,程桦. 地下水渗流对巷道围岩稳定性影响的理论解[J]. 岩石力学与工程学报,2004,23(5):741-744.
RONG Chuanxin,CHENG Hua. Stability analysis of rocks around tunnel with ground water permeation[J]. Chinese Journal of Rock Mechanics and Engineering,2004,23(5):741-744.
|
[3] |
李宗利,任青文,王亚红. 考虑渗流场影响深埋圆形隧洞的弹塑性解[J]. 岩石力学与工程学报,2004,23(8):1291-1295.
LI Zongli,REN Qingwen,WANG Yahong. Elasto-plastic analytical solution of deep-buried circle tunnel considering fluid flow field[J]. Chinese Journal of Rock Mechanics and Engineering,2004,23(8):1291-1295.
|
[4] |
黄阜,杨小礼. 考虑渗透力和原始Hoek-Brown屈服准则时圆形洞室解析解[J]. 岩土力学,2010,31(5):1627-1632.
HUANG Fu,YANG Xiaoli. Analytical solution of circular openings subjected to seepage in Hoek-Brown media[J]. Rock and Soil Mechanics,2010,31(5):1627-1632.
|
[5] |
王睢,钟祖良,刘新荣. 基于D-P屈服准则考虑渗流影响的深埋有压圆形隧洞弹塑性解[J]. 现代隧道技术,2019,56(1):39-46.
WANG Sui,ZHONG Zuliang,LIU Xinrong. D-P yield criterion based elastoplastic solution for a deep-buried and pressured circular tunnel considering seepage effect[J]. Modern Tunnelling Technology,2019,56(1):39-46.
|
[6] |
张常光,胡云世,赵均海,等. 深埋圆形水工隧洞弹塑性应力和位移统一解[J]. 岩土工程学报,2010,32(11):1738-1745.
ZHANG Changguang,HU Yunshi,ZHAO Junhai,et al. Elastic-plastic unified solutions for stresses and dis-placements of a deep buried circular hydraulic tunnel[J]. Chinese Journal of Geotechnical Engineering,2010,32(11):1738-1745.
|
[7] |
张常光,张庆贺,赵均海. 考虑应变软化、剪胀和渗流的水工隧洞解析解[J]. 岩土工程学报,2009,31(12):1941-1946.
ZHANG Changguang,ZHANG Qinghe,ZHAO Junhai. Analytical solutions of hydraulic tunnels considering strain softening,shear dilation and seepage[J]. Chinese Journal of Geotechnical Engineering,2009,31(12):1941-1946.
|
[8] |
张常光,赵均海,杜文超. 岩石中间主应力效应及强度理论研究进展[J]. 建筑科学与工程学报,2014,31(2):6-19.
ZHANG Changguang,ZHAO Junhai,DU Wenchao. Advances in rock for intermediate principal stress effect and strength theory[J]. Journal of Architecture and Civil Engineering,2014,31(2):6-19.
|
[9] |
曾开华,鞠海燕,盛国君,等. 巷道围岩弹塑性解析解及工程应用[J]. 煤炭学报,2011,36(5):752-755.
ZENG Kaihua,JU Haiyan,SHENG Guojun,et al. Elastic-plastic analytical solutions for surrounding rocks of tunnels and its engineering applications[J]. Journal of China Coal Society,2011,36(5):752-755.
|
[10] |
MATSUOKA H,NAKAI T. Stress-deformation and strength characteristics of soil under three different principal stresses[C]//Proceedings of the Japan Society of Civil Engineers,Tokyo,Japan:Japan Society of Civil Engineers,1974,232:59-70.
|
[11] |
吴创周,杨林德,李秋实. 弹脆塑性围岩应力和位移的广义SMP准则解[J]. 工程力学,2013,30(8):223-228.
WU Chuangzhou,YANG Linde,LI Qiushi. Perfect elas-tic-brittle-plastic solution of axisymmetric circular openings in rock mass on extended SMP criterion[J]. Engineering Mechanics,2013,30(8):223-228.
|
[12] |
吕彩忠,孙亚丽. 软岩洞室最优支护的广义SMP准则解与对比研究[J]. 岩土力学,2016,37(7):1956-1962.
LYU Caizhong,SUN Yali. A generalized SMP criterion for the optimal support of soft rock tunnel and its comparative analysis[J]. Rock and Soil Mechanics,2016,37(7):1956-1962.
|
[13] |
朱建明,程海峰,姚仰平. 基于SMP强度准则的岩石残余应力与围压的关系[J]. 煤炭学报,2013,38(增刊1):43-48.
ZHU Jianming,CHENG Haifeng,YAO Yangping. Relationship between the residual stress and the surrounding rock pressure based on SMP failure criterion[J]. Journal of China Coal Society,2013,38(S1):43-48.
|
[14] |
MATSUOKA H,YAO Y,ICHIMURA M. A transformed stress based on extended SMP criterion and its application to elastoplastic model for geomaterials[J]. Doboku Gakkai Ronbunshu,2001,2001(680):211-224.
|
[15] |
MATSUOKA H,YAO Y,SUN D. The Cam-clay models revised by the SMP criterion[J]. Soils and Foundations,1999,39(1):81-95.
|
[16] |
朱建明,吴则祥,张宏涛,等. 基于Lade-Duncan和SMP两种强度准则的岩石残余应力研究[J]. 岩石力学与工程学报,2012,31(8):1715-1720.
ZHU Jianming,WU Zexiang,ZHANG Hongtao,et al. Study of residual stress of rock based on Lade-Duncan and SMP strength criteria[J]. Chinese Journal of Rock Mechanics and Engineering,2012,31(8):1715-1720.
|
[17] |
罗汀,姚仰平,MATSUOKA H. 基于SMP准则的土的平面应变强度公式[J]. 岩土力学,2000,21(4):390-393.
LUO Ting,YAO Yangping,MATSUOKA H. Soil strength equation in plane strain based on SMP[J]. Rock and Soil Mechanics,2000,21(4):390-393.
|
[18] |
郝冬雪,陈榕,许成顺,等. 基于广义SMP准则及应力路径法的柱孔扩张分析[J]. 岩土力学,2013,34(10):2781-2789.
HAO Dongxue,CHEN Rong,XU Chengshun,et al. Analysis of cylindrical cavity expansion based on extended SMP criterion and stress path approach[J]. Rock and Soil Mechanics,2013,34(10):2781-2789.
|
[19] |
高召宁,孟祥瑞,付志亮. 考虑渗流、应变软化和扩容的巷道围岩弹塑性分析[J]. 重庆大学学报,2014,37(1):96-101.
GAO Zhaoning,MENG Xiangrui,FU Zhiliang. Elasto-plastic analysis on surrounding rock of roadways based on seepage,strain softening and dilatancy[J]. Journal of Chongqing University,2014,37(1):96-101.
|
[20] |
潘继良,高召宁,任奋华. 考虑应变软化和扩容的圆形巷道围岩强度准则效应[J]. 煤炭学报,2018,43(12):3293-3301.
PAN Jiliang,GAO Zhaoning,REN Fenhua. Effect of strength criteria on surrounding rock of circular roadway considering strain softening and dilatancy[J]. Journal of China Coal Society,2018,43(12):3293-3301.
|
[21] |
蔡美峰,何满潮,刘东燕. 岩石力学与工程[M]. 北京:科学出版社,2002.
|
[22] |
潘继良,高召宁,郑志伟,等. 考虑损伤与剪胀及中间主应力的巷道围岩弹塑性分析[J]. 中国安全生产科学技术,2017,13(2):40-45.
PAN Jiliang,GAO Zhaoning,ZHENG Zhiwei,et al. Elasto-plastic analysis on surrounding rock of roadway consid-ering damage,shear dilation and intermediate principal stress[J]. Journal of Safety Science and Technology,2017,13(2):40-45.
|
[23] |
王云飞,郑晓娟,焦华喆,等. 砂岩试验强度与强度准则预测结果对比分析[J]. 煤田地质与勘探,2016,44(5):122-125.
WANG Yunfei,ZHENG Xiaojuan,JIAO Huazhe, et al. Comparative analysis of sandstone experiment strength and different strength criteria prediction results[J]. Coal Geology and Exploration,2016,44(5):122-125.
|