登陆  
最新更新时间:2018/2/21 11:10:34  访问数量:2706
杨小礼

个人简介
杨小礼

出生年月:1969.11
最高学历: 博士
职 称:教授、博士生导师
所在系所:隧道工程系
电子邮箱:yangxl@csu.edu.cn

*****************************************************************************************************************************************

2018年已发表论文:

◆ Yang XL, Li ZW (2018). Kinematical analysis of 3D passive earth pressure with nonlinear yield criterion. International Journal for Numerical and Analytical Methods in Geomechanics. https://doi.org/10.1002/nag.2771

◆ Yang XL, Li ZW (2018). Upper bound analysis of 3D static and seismic active earth pressure. Soil Dynamics and Earthquake Engineering, 108:18-28. https://doi.org/10.1016/j.soildyn.2018.02.006

◆ Yang XL, Li ZW (2018). Factor of safety of three-dimensional stepped slope. International Journal of Geomechanics, 18. https://doi.org/10.1061/(ASCE)GM.1943-5622.0001154.

◆ Yang XL, Zhou T, Li WT (2018). Reliability analysis of tunnel roof in layered Hoek-Brown rock masses. Computers and Geotechnics, 96. https://doi.org/10.1016/j.compgeo.2017.12.007

◆ Yang XL, Zhang S (2018). Risk assessment model of tunnel water inrush based on improved attribute mathematical theory. Journal of Central South University, 25(2): 379-391. https://doi.org/10.1007/s11771-018-3744-5

◆ Yang XL, Yao C (2018). Stability of tunnel roof in nonhomogeneous soils. International Journal of Geomechanics, 18(3): 06018002. https://doi.org/10.1061/(ASCE)GM.1943-5622.0001104.

◆ Yang XL (2018). Lower bound analytical solution for bearing capacity factor using modified Hoek–Brown failure criterion. Canadian Geotechnical Journal, 55. https://doi.org/10.1139/cgj-2016-0694.

◆ Yang XL, Zhang R (2018). Limit analysis of stability of twin shallow tunnels considering surface settlement. KSCE Journal of Civil Engineering, 22. https://doi.org/10.1007/s12205-017-1398-8.

◆ Li TZ, Yang XL (2018). Risk assessment model for water and mud inrush in deep and long tunnels based on normal grey cloud clustering method. KSCE Journal of Civil Engineering, 22. https://doi.org/10.1007/s12205-017-0553-6.

◆ Li TZ, Yang XL (2018). Reliability analysis of tunnel face in
broken soft rocks using improved response surface method. ASCE International Journal of Geomechanics, 18. https://doi.org/10.1061/(ASCE)GM.1943-5622.0001129

◆ Xu JS, Yang XL (2018). Effects of seismic force and pore water pressure on three dimensional slope stability in nonhomogeneous and anisotropic Soil. KSCE Journal of Civil Engineering, 22. https://doi.org/10.1007/s12205-017-1958-y.

◆ Xu JS, Yang XL (2018). Seismic and static stability analysis for 3D reinforced slope in nonhomogeneous and anisotropic soils. ASCE International Journal of Geomechanics, 18. https://doi.org/10.1061/(ASCE)GM.1943-5622.0001177

◆ Zhang R, Yang XL (2018). Limit analysis of active and passive mechanisms of shallow tunnels in nonassociative soil with changing water table. ASCE International Journal of Geomechanics, 18, DOI: 10.1061/(ASCE)GM.1943-5622.0001167

◆ Xu JS, Pan QJ, Yang XL, Li WT (2018). Stability charts for rock slopes subjected to water drawdown based on the modified nonlinear Hoek-Brown failure criterion. International Journal of Geomechanics, 18(1): 04017133. https://doi.org/10.1061/(ASCE)GM.1943-5622.0001039

◆ Xu JS, Li YX, Yang XL (2018). Stability charts and reinforcement with piles in 3D nonhomogeneous and anisotropic soil slope. Geomechanics and Engineering, 14(1): 71-81. https://doi.org/10.12989/gae.2018.14.1.071

***************************************************************************************************************************************************

A. 工作经历

(1) 2006/09– 教授, 中南大学;

(2) 2002/09–2006/09 副教授, 中南大学;

(2) 2000/02–2002/09. 香港理工大学多次访问。

B. 社会服务

● "International Journal of Physical Sciences"期刊主编。

● "Current Advances in Environmental Science"期刊副主编。

●"Open Journal of Geology"期刊编委



◆论文出版

共发表论文200余篇, 80余篇论文被SCI收录,2015年以来发表SCI论文如下:

Yang XL (2017). Effect of pore-water pressure on 3D stability of rock slope. International Journal of Geomechanics. 17(9), 06017015. https://doi.org/10.1061/(ASCE)GM.1943-5622.0000969.

Yang XL, Yao C (2017). Axisymmetric failure mechanism of a deep cavity in layered soils subjected to pore pressure. International Journal of Geomechanics, 17(8), Article Number: 04017031. https://doi.org/10.1061/(ASCE)GM.1943-5622.0000911.

Yang XL, Xu JS (2017). Three-dimensional stability of two-stage slope in inhomogeneous soils. International Journal of Geomechanics, 17(7), Article Number: 06016045. https://doi.org/10.1061/(ASCE)GM.1943-5622.0000867.

Yang XL, Li WT (2017). Reliability analysis of shallow tunnel with surface settlement. Geomechanics and Engineering, 12(2): 313-326.

Yang XL, Li ZW, Liu ZA, Xiao HB (2017). Collapse analysis of tunnel floor in karst area based on Hoek-Brown rock media. Journal of Central South University, 24(4): 957-966. https://doi.org/10.1007/s11771-017-3498-5.

Yang XL, Zhang R (2017). Collapse analysis of shallow tunnel subjected to seepage in layered soils considering joined effects of settlement and dilation. Geomechanics and Engineering, 13(2): 217-235. https://doi.org/10.12989/gae.2017.13.2.217

Qin CB, Chian SC, Yang XL (2017). 3D limit analysis of progressive collapse in partly weathered Hoek–Brown rock banks. International Journal of Geomechanics, 17(7), 04017011. https://doi.org/10.1061/(ASCE)GM.1943-5622.0000885

Huang F, Zhao LH, Ling TH, Yang XL (2017). Rock mass collapse mechanism of concealed karst cave beneath deep tunnel. International Journal of Rock Mechanics and Mining Sciences. 91:133-138.

Li TZ, LI YX, Yang XL (2017). Rock burst prediction based on genetic algorithms and extreme learning machine. Journal of Central South University, 24(9): 2105–2113.

Li TZ, Yang XL (2017). Limit analysis of failure mechanism of tunnel roof collapse considering variable detaching velocity along yield surface. International Journal of Rock Mechanics and Mining Sciences. Vol. 100: 229-237.

Yang ZH, Zhang R, Xu JS, Yang XL (2017). Energy analysis of rock plug thickness in karst tunnels based on non-associated flow rule and nonlinear failure criterion. Journal of Central South University, 24(12): 2940–2950. https://doi.org/10.1007/s11771-017-3708-1

*********************************************************************************************************************************************

Yang XL, Long ZX (2016). Seismic and static 3D stability of two-stage rock slope based on Hoek-Brown failure criterion. Canadian Geotechnical Journal, 2016, 53(3): 551–558.

Yang XL, Xu JS, Lu YX, Yan RM (2016). Collapse mechanism of tunnel roof considering joined influences of nonlinearity and non-associated flow rule. Geomechanics and Engineering, 2016, 10(1): 21–35.

Yang XL, Li KF(2016). Roof collapse of shallow tunnel in layered Hoek-Brown rock media. Geomechanics and Engineering, 2016, 11(6): 867–877.

Yang XL, Yao C, Zhang JH (2016). Safe retaining pressures for pressurized tunnel face using nonlinear failure criterion and reliability theory. Journal of Central South University, 2016, 23(3): 708–720.

Yang XL, Xiao HB (2016). Safety thickness analysis of tunnel floor in karst region based on catastrophe theory. Journal of Central South University, 2016, 23(9): 2364−2372.

Yang XL, Du DC (2016). Upper bound analysis for bearing capacity of nonhomogeneous and anisotropic clay foundation. KSCE Journal of Civil Engineering, 2016, 20(7): 2702-2710.

Li YX, Yang XL (2016). Stability analysis of crack slope considering nonlinearity and water pressure. KSCE Journal of Civil Engineering, 2016, 20(6): 2289-2296.

***************************************************************************************************************************

Yang XL, Yan RM (2015). Collapse mechanism for deep tunnel subjected to seepage force in layered soils. Geomechanics and Engineering, 8(5): 741-756.

Yang XL, Pan QJ (2015). Three dimensional seismic and static stability of rock slopes. Geomechanics and Engineering, 8(1): 97-111.

Qin CB, Yang XL, Pan QJ, Sun ZB, Wang LL, Miao T (2015). Upper bound analysis of progressive failure mechanism of tunnel roofs in partly weathered stratified Hoek–Brown rock masses. International Journal of Rock Mechanics and Mining Sciences. 2015, 74: 157-162.

Qin CB, Chian SC, Yang XL, Du DC (2015). 2D and 3D limit analysis of progressive collapse mechanism for deep-buried tunnels under the condition of varying water table. International Journal of Rock Mechanics and Mining Sciences. 2015,80: 255-264.

Yang XL, LiI WT, Pan QJ (2015). Influences of anisotropy and inhomogeneity on supporting pressure of tunnel face with kinematical approach. Journal of Central South University, 2015, 22(9): 3536–3543.

Yang XL, Long ZX (2015). Roof collapse of shallow tunnels with limit analysis method. Journal of Central South University, 2015, 22(5): 1929–1936.

Yang XL, Qin CB (2015). Limit analysis of supporting pressure in tunnels with regard to surface settlement. Journal of Central South University, 2015, 22(1): 303–309.

************************************************************************************************************************

◆授权国家发明专利

1. 围岩中含湿陷性黄土和软岩的隧道初期支护施工方法 (第1发明人)

2. 人字形隧道断面快速挖扩施工方法 (第1发明人)

3. 点便捷式送件取件系统 (第2发明人)

4. 抛物线形超高型桥墩施工中塔吊转换方法 (第1发明人)

5. 一种1.6次抛物线型特大桥墩测量及墩身线形控制方法 (第1发明人)

6. 一种曲线超高型桥墩墩身温度应力裂缝的控制方法 (第1发明人)

7. 抛物线形柱板式空心桥墩墩身的养护结构及养护方法 (第1发明人)

8. 曲线超高型空心柱板式桥墩墩顶实心段模板的安装方法 (第1发明人)


学术奖励
_________________________________________________________________________________________
◆A.国内奖励

1. 2005年. 线性与非线性岩土极限分析方法及其应用研究。全国百篇优秀博士学位论文奖。

2. 2014年 岩土极限分析非线性理论。湖南省自然科学二等奖。

3. 2013年. 隧道围岩失稳控制理论及施工关键技术。湖南省科技进步三等奖。

4. 2012年. 高速铁路浅埋小净距大跨度隧道群关键技术研究。安徽省科技进步二等奖。

5. 2012年. 单拱四车道公路隧道设计优化与施工技术研究。湖南省科技进步二等奖。

6. 2011年. 南方山区高速公路路基修筑支撑技术研究及应用。湖南省科技进步一等奖。

7. 2010年. 山区复杂地段公路边坡关键技术及推广应用。湖南省科技进步一等奖。

8. 2011年. 高速铁路浅埋小净距大跨度隧道群关键技术研究。中国铁路总公司科技进步一等奖。

◆B. 国际奖励. 8篇论文入选25Top Hottest Articles

①Yang Xiao-Li, Zou Jin-Feng (2006). Stability factors for rock slopes subjected to pore water pressure based on the Hoek-Brown failure criterion. International Journal of Rock Mechanics and Mining Sciences. Vol. 43(7): 1146~1152.

②Yang Xiao-Li (2007). Seismic displacement of rock slopes with nonlinear Hoek-Brown failure criterion. International Journal of Rock Mechanics and Mining Sciences. Vol. 44(6): 948~953.

③Yang Xiao-Li, Yin Jian-Hua (2005). Upper bound solution for ultimate bearing capacity with a modified Hoek-Brown failure criterion. International Journal of Rock Mechanics and Mining Sciences. Vol. 42(4): 550~560.

④Yang Xiao-Li, Yin Jian-Hua (2006). Linear Mohr-Coulomb strength parameters from the nonlinear Hoek-Brown rock masses. International Journal of Non-Linear Mechanics. Vol. 41(8): 1000 ~1005.

⑤Yang Xiao-Li (2007). Upper bound limit analysis of active earth pressure with different fracture surface and nonlinear yield criterion. Theoretical and Applied Fracture Mechanics. Vol. 47(1): 46~56.

⑥Huang Fu, Yang Xiao-Li (2011). Upper bound limit analysis of collapse shape for circular tunnel subjected to pore pressure based on the Hoek-Brown failure criterion. Tunnelling and Underground Space Technology. Vol.26(5): 614~618.

⑦Yang Xiao-Li, Wang Jin-Ming (2011). Ground movement prediction for tunnels using simplified procedure. Tunnelling and Underground Space Technology. Vol. 26(3): 462~471.

⑧Yang Xiao-Li, Huang Fu (2011). Collapse mechanism of shallow tunnel based on nonlinear Hoek-Brown failure criterion. Tunnelling and Underground Space Technology. Vol.26(6): 686~691.

◆c. 2篇论文入选ESI高被引论文

1. Yang XL, Long ZX(2016). Seismic and static 3D stability of two-stage rock slope based on Hoek-Brown failure criterion. Canadian Geotechnical Journal, 2016, 53(3): 551–558.

2. Yang XL, Xu JS, Lu YX, Yan RM (2016). Collapse mechanism of tunnel roof considering joined influences of nonlinearity and non-associated flow rule. Geomechanics and Engineering, 2016, 10(1): 21–35.

◆D. 其他获奖与荣誉

2009 湖南省青年科技奖.

2008 中国岩石力学与工程学会青年科技奖.

2005 教育部新世纪优秀人才支持计划.

2014 中国有色金属学会科技论文一等奖。获奖论文:Yang Xiao-li, Jin Qi-yun, Ma Jun-qiu. Pressure from surrounding rock of three shallow tunnels with large section and small spacing.