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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

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2017年期刊论文

◆ Yang XL, Yao C (2017). Axisymmetric failure mechanism of a deep cavity in layered soils subjected to pore pressure. ASCE, International Journal of Geomechanics, DOI: 10.1061/(ASCE)GM.1943-5622.0000911.

◆ Yang XL (2017). Effect of pore water pressure on 3D stability of rock slope. ASCE, International Journal of Geomechanics. DOI: 10.1061/(ASCE)GM.1943-5622.0000969.

◆ Yang XL, Xu JS (2017). Three-dimensional stability of two-stage slope in inhomogeneous soils. ASCE, International Journal of Geomechanics, DOI: 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.

◆ Qin CB, Chian SC, Yang XL (2017). 3D limit analysis of progressive collapse in partly weathered Hoek–Brown rock banks. ASCE, International Journal of Geomechanics, DOI: 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.

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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, 62 论文被SCI收录,其中本人第一作者52论文被SCI收录。

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, Li 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, 11(6): 867–877.

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. Vol. 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. Vol. 80: 255-264.

Yang Xiao-Li, Qin Chang-Bing (2014). Limit analysis of rectangular cavity subjected to seepage forces based on Hoek-Brown failure criterion. Geomechanics and Engineering, 6(5): 503-515. (Techno Press)

Huang Fu, Yang Xiao-Li, Ling TH (2014). Prediction of collapsing region above deep spherical cavity roof under axis-symmetrical conditions. Rock Mechanics and Rock Engineering, 47(4): 1511-1516. (Springer)

Yang Xiao-Li, Huang Fu (2013). Three-dimensional failure mechanism of a rectangular cavity in a Hoek–Brown rock medium. International Journal of Rock Mechanics and Mining Sciences. Vol. 61: 189~195. (Elsevier)

Huang Fu, Yang Xiao-Li, Zhao Lian-Heng (2012). Upper bound solution of supporting pressure for a shallow square tunnel based on the Hoek-Brown failure criterion. Journal of Zhejiang University SCIENCE A. Vol. 13(4): 284~292. (Springer)

Yang 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. (Elsevier)

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

Yang Xiao-Li (2011). Seismic passive pressures of earth structures by nonlinear optimization. Archive of Applied Mechanics. Vol.81(9): 1195~1202. (Springer)

Yang Xiao-Li, Zou Jin-Feng (2011). Cavity expansion analysis with nonlinear failure criterion. Geotechnical Engineering, ICE. Vol. 164(1): 41~49. (ICE)

Huang 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. (Elsevier)

Yang Xiao-Li, Yin Jian-Hua (2010). Slope equivalent Mohr-Coulomb strength parameters for rock masses satisfying the Hoek-Brown criterion. Rock Mechanics and Rock Engineering. Vol. 39(4): 505~511. (Springer)

Yang Xiao-Li (2009). Seismic bearing capacity of a strip footing on rock slopes. Canadian Geotechnical Journal. Vol.46(8): 943~954. (NRC Canada)

Yang Xiao-Li, Huang Fu (2009). Influences of material dilatancy and pore water pressure on stability factor of shallow tunnels. Transactions of Nonferrous Metals Society of China. Vol. 19(S3): 819~823. (Elsevier)

Yang Xiao-Li, Yin Jian-Hua (2008). Analytical solutions for passive earth pressure considering different failure mechanisms with nonlinear failure criterion. Journal of the Southeast Asian Geotechnical Society. Vol. 39(3): 129–135. (Southeast Asian)

Yang 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. (Elsevier)

Yang 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. (Elsevier)

Yang 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. (Elsevier)

Yang 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. (Elsevier)

Yang Xiao-Li, Yin Jian-Hua (2006). Estimation of seismic passive earth pressure with nonlinear failure criterion. Engineering Structures. Vol. 28(3): 342~348. (Elsevier)

Yang 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. (Elsevier)

Yang Xiao-Li, Li Liang, Yin Jian-Hua (2004). Seismic and static stability analysis for rock slopes by a kinematical approach. Geotechnique. Vol. 54(8): 543~549. (ICE)

Yang Xiao-Li, Yin Jian-Hua (2004). Slope stability analysis with nonlinear failure criterion. Journal of Engineering Mechanics, ASCE. Vol. 130(3): 267~273. (ASCE)

Yang Xiao-Li, Li Liang, Yin Jian-Hua (2004). Stability analysis of rock slopes with a modified Hoek-Brown failure criterion. International Journal for Numerical and Analytical Methods in Geomechanics. Vol. 28(2): 181~190. (Wiley Interscience)

Yang Xiao-Li, Yin Jian-Hua, Li Liang (2003). Influence of a nonlinear failure criterion on the bearing capacity of a strip footing resting on rock mass using a lower bound approach. Canadian Geotechnical Journal. Vol. 40(3): 702~707. (NRC Canada)

Yang Xiao-Li (2003). Unified strength solution for geotechnical structure reinforced by geotextile. Journal of Structural Engineering. Vol. 30(2): 115~118. (Madras)

Yang Xiao-Li, Xu Lin-Rong, Li Liang, Liu Bao-Chen. (2002). Effects of intermediate principal stress on the displacement around tunnels in visco-elastoplastic rock. Journal of the Southeast Asian Geotechnical Society. Vol. 33(2): 87~92. (Southeast Asian)

◆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
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◆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.