正在加载图片...
陈钒等:石膏围岩隧道衬砌结构破坏模式及时变可靠度模型 ·1633· Yan Q,Xiong J J,Qiu T.Safety factor with two-indexes of relia- (杨森,李秀地,苗朝阳,等.微风化围岩海底隧道衬砌安全 bility and confidence levels.J Univ Sci Technol Beijing,2011,33 稳定性分析.四川建筑科学研究,2016,42(3):23) (6):766 [10]Ye D F.The application of grouted hollow anchors in the tunnel (晏青,熊峻江,邱涛.基于可靠度与置信度的双可靠性指标 excavation support.Soil Eng Found,2013,27(5):1 安全系数方法.北京科技大学学报,2011,33(6):766) (叶东方.中空注浆锚杆在某隧道支护中的应用.土工基础, B3]Zhao G F,Gong JX.Zhao S C.Reliability of Whole Life Process 2013,27(5):1) of Engineering Structure.Beijing:China Railway Publishing [11]Li Y.Study on the Bearing Mechanism and Application of Shot- House,2004 crete Bolt Support Structure DDissertation].Nanjing:Nanjing U- (赵国藩,贡金鑫,赵尚传.工程结构生命全过程可靠度.北 niversity of Science Technology,2009 京:中国铁道出版社,2004) (李映.隧道喷锚支护结构承载作用机理及应用研究[学位 4]Yang FF.Research on the Stability of Expansire Soil Slope of S-N 论文].南京:南京理工大学,2009) Water Transfer Canal [Dissertation].Handan:Hebei University [12]Zhang Q Y,Yu YT.The numerical simulation analysis of work- of Engineering,2014 ing process for pressure tunnel filled with water.Chin J Rock (杨芳芳.南水北调膨胀土渠道边坡稳定可靠度研究[学位论 Mech Eng,1997,16(5):453 文].邯郸:河北工程大学,2014) (张强勇,俞裕泰.压力隧洞充水运行过程的数值模拟分析 [5]Li D.Considering the Influence of Rainfall Infiltration on the Reli- 研究.岩石力学与工程学报,1997,16(5):453) ability of Expansire Soil Slopes [Dissertation].Hefei:Hefei Uni- [13]Xu J,Zheng Y R.Elastoplastic stochastic finite element analysis versity of Technology,2012 of surrounding rock of tunnel and its application to reliability cal- (李丹.考虑降雨入渗影响的膨胀土边坡稳定可靠度分析[学 culation.Rock Soil Mech,2003,24(1)70 位论文].合肥:合肥工业大学,2012) (徐军,郑颖人.隧道围岩弹塑性随机有限元分析及可靠度 [6]Gong W H,Zheng JJ,Wang Y H.Analysis of degree of reliabili- 计算.岩土力学,2003,24(1):70) ty of settlement of expansive soil roadbed.I Huazhong Unir Sci [14]Xu C D,Hou H M,Zhang P.Study on the mechanism of sulfate Technol Nat Sci Ed,2003,31(6):45 attack on hydraulic concrete structures in irrigation area.China (龚文惠,郑俊杰,王元汉.膨胀土路基沉降的可靠度分析 Rural Water Hydropouer,2009(2):53 华中科技大学学报(自然科学版),2003,31(6):45) (徐存东,侯慧敏,张鹏.灌区水工混凝土建筑物受疏酸盐 Peng J X,Shao X D,Zhang J R.Prediction of the proportion of 侵蚀破坏机理研究.中国农村水利水电,2009(2):53) carbonation corrosion cracking of reinforced concrete structure and [15]Liu X D,Hao J P.Continuum Damage Mechanics.Beijing:Na- the determination of its maintenance time based on time-dependent tional Defend Industry Press,2011 reliability.J China Foreign Highway,2010,30(5):120 (刘新东,郝际平.连续介质损伤力学.北京:国防工业出版 (彭建新,邵旭东,张建仁.基于时变可靠度的钢筋混凝土结 社,2011) 构碳化腐蚀开裂比例预测和维护时间确定.中外公路,2010, [16]Zhu X R,Fang P F,Huang H M.Research on super-ong pile 30(5):120) in soft clay.Chin J Geotech Eng,2003,25(1):76 [8]Zhao Y H.Metro Stray Current Corrosion and the Influence of Cor- (朱向荣,方鹏飞,黄洪勉.深厚软基超长桩工程性状试验 rosion on Reliability Durability of Tunnel Structure [Disserta- 研究.岩土工程学报,2003,25(1):76) tion].Chengdu:Southwest Jiaotong University,2006 [17]Ministry of Housing and Urban-Rural Development,People's Re- (赵宇辉.地铁杂散电流腐蚀及其对隧道结构可靠度与耐久 public of China.GB50010-2011 Code for Design of Concrete 性的影响[学位论文].成都:西南交通大学,2006) Structures.Beijing:China Architecture Building Press,2011 Yang S,Li X D.Miao C Y,et al.The safety and stability study (中华人民共和国住房和城乡建设部.GB50010一2011混凝 of subsea tunnel lining.Sichuan Building Sci,2016,42(3):23 土结构设计规范.北京:中国建筑工业出版社,2011)陈 钒等: 石膏围岩隧道衬砌结构破坏模式及时变可靠度模型 [2] Yan Q,Xiong J J,Qiu T. Safety factor with two-indexes of relia￾bility and confidence levels. J Univ Sci Technol Beijing,2011,33 ( 6) : 766 ( 晏青,熊峻江,邱涛. 基于可靠度与置信度的双可靠性指标 安全系数方法. 北京科技大学学报,2011,33( 6) : 766) [3] Zhao G F,Gong J X,Zhao S C. Reliability of Whole Life Process of Engineering Structure. Beijing: China Railway Publishing House,2004 ( 赵国藩,贡金鑫,赵尚传. 工程结构生命全过程可靠度. 北 京: 中国铁道出版社,2004) [4] Yang F F. Research on the Stability of Expansive Soil Slope of S--N Water Transfer Canal [Dissertation]. Handan: Hebei University of Engineering,2014 ( 杨芳芳. 南水北调膨胀土渠道边坡稳定可靠度研究[学位论 文]. 邯郸: 河北工程大学,2014) [5] Li D. Considering the Influence of Rainfall Infiltration on the Reli￾ability of Expansive Soil Slopes [Dissertation]. Hefei: Hefei Uni￾versity of Technology,2012 ( 李丹. 考虑降雨入渗影响的膨胀土边坡稳定可靠度分析[学 位论文]. 合肥: 合肥工业大学,2012) [6] Gong W H,Zheng J J,Wang Y H. Analysis of degree of reliabili￾ty of settlement of expansive soil roadbed. J Huazhong Univ Sci Technol Nat Sci Ed,2003,31( 6) : 45 ( 龚文惠,郑俊杰,王元汉. 膨胀土路基沉降的可靠度分析. 华中科技大学学报( 自然科学版) ,2003,31( 6) : 45) [7] Peng J X,Shao X D,Zhang J R. Prediction of the proportion of carbonation corrosion cracking of reinforced concrete structure and the determination of its maintenance time based on time-dependent reliability. J China Foreign Highway,2010,30( 5) : 120 ( 彭建新,邵旭东,张建仁. 基于时变可靠度的钢筋混凝土结 构碳化腐蚀开裂比例预测和维护时间确定. 中外公路,2010, 30( 5) : 120) [8] Zhao Y H. Metro Stray Current Corrosion and the Influence of Cor￾rosion on Reliability & Durability of Tunnel Structure [Disserta￾tion]. Chengdu: Southwest Jiaotong University,2006 ( 赵宇辉. 地铁杂散电流腐蚀及其对隧道结构可靠度与耐久 性的影响[学位论文]. 成都: 西南交通大学,2006) [9] Yang S,Li X D,Miao C Y,et al. The safety and stability study of subsea tunnel lining. Sichuan Building Sci,2016,42( 3) : 23 ( 杨森,李秀地,苗朝阳,等. 微风化围岩海底隧道衬砌安全 稳定性分析. 四川建筑科学研究,2016,42( 3) : 23) [10] Ye D F. The application of grouted hollow anchors in the tunnel excavation support. Soil Eng Found,2013,27( 5) : 1 ( 叶东方. 中空注浆锚杆在某隧道支护中的应用. 土工基础, 2013,27( 5) : 1) [11] Li Y. Study on the Bearing Mechanism and Application of Shot￾crete Bolt Support Structure[Dissertation]. Nanjing: Nanjing U￾niversity of Science & Technology,2009 ( 李映. 隧道喷锚支护结构承载作用机理及应用研究[学位 论文]. 南京: 南京理工大学,2009) [12] Zhang Q Y,Yu Y T. The numerical simulation analysis of work￾ing process for pressure tunnel filled with water. Chin J Rock Mech Eng,1997,16( 5) : 453 ( 张强勇,俞裕泰. 压力隧洞充水运行过程的数值模拟分析 研究. 岩石力学与工程学报,1997,16( 5) : 453) [13] Xu J,Zheng Y R. Elastoplastic stochastic finite element analysis of surrounding rock of tunnel and its application to reliability cal￾culation. Rock Soil Mech,2003,24( 1) : 70 ( 徐军,郑颖人. 隧道围岩弹塑性随机有限元分析及可靠度 计算. 岩土力学,2003,24( 1) : 70) [14] Xu C D,Hou H M,Zhang P. Study on the mechanism of sulfate attack on hydraulic concrete structures in irrigation area. China Rural Water Hydropower,2009( 2) : 53 ( 徐存东,侯慧敏,张鹏. 灌区水工混凝土建筑物受硫酸盐 侵蚀破坏机理研究. 中国农村水利水电,2009( 2) : 53) [15] Liu X D,Hao J P. Continuum Damage Mechanics. Beijing: Na￾tional Defend Industry Press,2011 ( 刘新东,郝际平. 连续介质损伤力学. 北京: 国防工业出版 社,2011) [16] Zhu X R,Fang P F,Huang H M. Research on super-long pile in soft clay. Chin J Geotech Eng,2003,25( 1) : 76 ( 朱向荣,方鹏飞,黄洪勉. 深厚软基超长桩工程性状试验 研究. 岩土工程学报,2003,25( 1) : 76) [17] Ministry of Housing and Urban-Rural Development,People's Re￾public of China. GB50010—2011 Code for Design of Concrete Structures. Beijing: China Architecture & Building Press,2011 ( 中华人民共和国住房和城乡建设部. GB50010—2011 混凝 土结构设计规范. 北京: 中国建筑工业出版社,2011) · 3361 ·
<<向上翻页
©2008-现在 cucdc.com 高等教育资讯网 版权所有