Professor
Supervisor of Doctorate Candidates
Supervisor of Master's Candidates
Date of Employment:1998-06-01
School/Department:School of Civil Engineering
Administrative Position:Professor of Civil Engineering
Education Level:PhD Graduate
Business Address:铁道学院世纪楼10楼
Sex:Male
Contact Information:yangky@aliyun.com
Degree:Doctoral degree
Status:Employed
Alma Mater:Central South University
Discipline:Civil Engineering
Yang Xiaoli, male, professor, doctoral tutor, and Distinguished Professor of Sublimation Scholars at Central South University. He has won 100 national outstanding doctoral thesis awards, 3 provincial and ministerial scientific and technological progress first prizes, 4 provincial science and technology progress second prizes, 1 provincial natural science second prize, and the Ministry of Education New Century Talents Award. The Chinese Academy of Rock Mechanics and Engineering Young Science and Technology Award, Hunan Youth Science and Technology Award, and more than 10 scientific research awards; 8 international papers won the 25Top Hottest Aritcles Award, 11 papers were selected for the ESI Highly Cited Paper Award. He has been responsible for more than 10 research projects including the National Key Basic Research Program 973 Project, the National Natural Science Foundation, the Hunan Outstanding Youth Fund, the Western Transportation Technology Project of the Ministry of Communications, and the China Postdoctoral Science Foundation. He has long been engaged in teaching and research work in civil engineering.
The traditional limit analysis theory is based on the linear Mohr-Coulomb criterion. In fact, a large number of experiments prove that the failure criterion is nonlinear. Based on the nonlinear criterion, he hsa established the nonlinear theory of limit analysis for the first time in the world, and the results have been highly recognized by international peer experts.
He has published more than 200 papers, of which more than 130 paper are indexed by SCI. The paper was cited by SCI more than 1,500 times. Conducted advanced interview research at Hong Kong Polytechnic University several times. The doctoral dissertation was awarded the National Outstanding Doctoral Dissertation Nomination Award; the accumulated guidance graduate students received a national scholarship of 430,000 yuan; the master's thesis was awarded the Hunan Excellent Master's Thesis Award. He is the editor-in-chief of the foreign journal IJPS and the deputy editor of the foreign journal CAES.
Email: yangky@aliyun.com or yangxl@csu.edu.cn
International Journal Paper
1. Yang XL, Zhang S(2020). Stability analysis of 3D cracked slope reinforced with piles. Computers and Geotechnics, 122, 103544.
2. Yang XL, Chen H(2020). Seismic active earth pressure of unsaturated soils with a crack using pseudo-dynamic approach. Computers and Geotechnics, 125, 103684.
3. Zhong JH, Yang XL (2020). Kinematic stability of tunnel face in non-uniform soils. KSCE Journal of Civil Engineering, 24(2): 670-681.
4. Hou CT, Yang XL (2020). Seismic stability of 3D tunnel face considering tensile strength cut-off. KSCE Journal of Civil Engineering, 24(7): 2232-2243.
5. Li ZW, Yang XL(2020). Seismic analysis of 3D geosynthetic-reinforced soil structures in cohesive backfills with cracks. Geotextiles and Geomembranes, 48(5), 000-000
6. Li ZW, Yang XL(2020). Three-dimensional active earth pressure under transient unsaturated flow conditions. Computers and Geotechnics, 123, 103559.
7. Li ZW, Yang XL, Li TZ (2020). Static and seismic stability assessment of 3D slopes with cracks. Engineering Geology, 265, 105450.
8.Li ZW, Li TZ, Yang XL(2020). Three-dimensional active earth pressure from cohesive backfills with tensile strength cutoff. International Journal for Numerical and Analytical Methods in Geomechanics. 44(7), 942-961.
9. Li ZW, Yang XL (2020). Three-dimensional active earth pressure for retaining structures in soils subjected to steady unsaturated seepage effects. Acta Geotechnica, DOI: 10.1007/s11440-019-00870-2
10. Li TZ, Yang XL(2020). Stability of plane strain tunnel headings in soils with tensile strength cut-off. Tunnelling and Underground Space Technology, 95, 103138.
11. Li TZ, Yang XL(2020). New approach for face stability assessment of tunnels driven in nonuniform soils. Computers and Geotechnics, 121, 103412.
12. Li TZ, Yang XL(2020). Face failure potential of a circular tunnel driven in anisotropic and nonhomogeneous soils. ASCE International Journal of Geomechanics, 20(8), 04020112.
13. Huang F, Zhang M, Wang F, Ling TH, Yang XL(2020). The failure mechanism of surrounding rock around an existing shield tunnel induced by an adjacent excavation. Computers and Geotechnics, 117, 103236.
14. Li XW, Zhu JQ, Li ZW, Yang XL(2020). 3D stability assessment of stepped slopes in inhomogeneous soils. Journal of Central south University, 27(1): 221−230.
15. Yang XL, Zhang S (2019). Seismic active earth pressure for soils with tension cracks. International Journal of Geomechanics, 19(6), 06019009.
16. Yang XL, Zhong JH (2019). Stability analysis of tunnel face in nonlinear soil under seepage flow. KSCE Journal of Civil Engineering, 23(10), 4553-4563.
17. Yang XL, Chen JH (2019). Factor of safety of geosynthetic-reinforced slope in unsaturated soils. International Journal of Geomechanics, 19(6), 04019041.
18. Li ZW, Yang XL (2019). Active earth pressure from unsaturated soils with different water levels. International Journal of Geomechanics, 19(7), 06019013.
19. Li ZW, Yang XL (2019). Required strength of geosynthetics in a reinforced slope with tensile strength cut-off subjected to seepage effects. Geotextiles and Geomembranes, 47(4), 542-551.
20. Li ZW, Yang XL (2019). Required strength of geosynthetics for reinforced 3D slopes in cohesive backfills with tensile strength cut-off. Geotextiles and Geomembranes,47(6).729-739.
21. Li ZW, Yang XL, Li TZ (2019). Face stability analysis of tunnels under steady unsaturated seepage conditions. Tunnelling and Underground Space Technology, 93, 103095.
22. Li ZW, Yang XL, Li YX (2019). Active earth pressure coefficients based on a 3D rotational mechanism. Computers and Geotechnics, 112, 342-349.
23. Li ZW, Yang XL (2019). Active earth pressure for retaining structures in cohesive backfills with tensile strength cut-off. Computers and Geotechnics, 110, 242-250.
24. Li ZW, Yang XL (2019). Kinematical analysis of active earth pressure considering tension crack, pore-water pressure and soil nonlinearity. KSCE Journal of Civil Engineering, 23(1): 56-62.
25. Li TZ, Yang XL (2019). 3D rotational failure mechanism of tunnel face in weathered and saturated Hoek-Brown rock masses. KSCE Journal of Civil Engineering, 23(6), 2723-2732.
26. Li TZ, Yang XL (2019). Face stability analysis of rock tunnels under water table using Hoek-Brown failure criterion. Geomechanics and Engineering, 18(3), 235-245.
27. Li TZ, Yang XL (2019). Probabilistic analysis for face stability of tunnels in Hoek-Brown media. Geomechanics and Engineering, 18(6), 595-603.
28. Li TZ, Yang XL (2019). Three-dimensional face stability of shallow-buried tunnels with tensile strength cut-off. Computers and Geotechnics, 110, 82-93.
29. Li TZ, Yang XL (2019). An efficient uniform design for Kriging-based response surface method and its application. Computers and Geotechnics, 109, 12-22.
30. Li YX, Yang XL (2019). Seismic displacement of 3D slope reinforced by piles with nonlinear failure criterion. International Journal of Geomechanics, 19(6), 04019042.
31. Li YX, Yang XL (2019). Soil-slope stability considering effect of soil-strength nonlinearity. International Journal of Geomechanics, 19(3), 04018201.
32. Huang F, Feng Y, Zhang ZQ, Yang XL, Ling TH (2019). Upper Bound Solution of the Safety Factor for a Shield Tunnel Face Subjected to the Hoek-Brown Failure Criterion. International Journal of Civil Engineering, 17(12), 1941-1950.
33. Xu JS, Du XL, Yang XL (2019). Stability analysis of 3D geosynthetic-reinforced earth structures composed of nonhomogeneous cohesive backfills. Soil Dynamics and Earthquake Engineering, 126, 105768.
34. Xu JS, Yang XL (2019). Seismic stability of 3D soil slope reinforced by geosynthetic with nonlinear failure criterion. Soil Dynamics and Earthquake Engineering, 118, 86-97.
35. Shi GC, Chen G, Pan YT, Yang XL, Liu Y, Dai GZ (2019). Stress-drop effect on brittleness evaluation of rock materials. Journal of Central South University, 26(7), 1807-1819.
36. Zhang DB, Jiang Y, Yang XL (2019). Estimation of 3D active earth pressure under nonlinear strength condition. Geomechanics and Engineering, 17(6), 515-525.
37. Zhang R, Yang XL (2019). Limit analysis of anchor trapdoor embedded in nonhomogeneous and nonlinear soils. International Journal of Geomechanics, 19(8), 04019089.
38. Zhang R, Yang XL (2019). New 3D failure analysis of water-filled karst cave beneath deep tunnel. Geomechanics and Engineering, 18(1), 1-9.
39. Yang XL, Zhou T, Li WT (2018). Reliability analysis of tunnel roof in layered Hoek-Brown rock masses. Computers and Geotechnics, 104, 302-309.
40. Yang XL, Li ZA (2018). Reliability analysis of three-dimensional rock slope. Geomechanics and Engineering, 16(1), 1183-1191.
41. 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. 42(7), 916-930.
42. Yang XL, Li ZW (2018). Upper bound analysis of 3D static and seismic active earth pressure. Soil Dynamics and Earthquake Engineering, 108,18-28.
43. Yang XL, Li ZW (2018). Factor of safety of three-dimensional stepped slopes. ASCE International Journal of Geomechanics, 18(6), 04018036.
44. Yang XL, Li ZW (2018). Comparison of Factors of Safety using a 3D Failure Mechanism with Kinematic Approach. ASCE International Journal of Geomechanics. 18(9), 04018107.
45. Yang XL, Yao C (2018). Stability of tunnel roof in nonhomogeneous soils. ASCE International Journal of Geomechanics, 18(3), 06018002.
46. 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.
47. Yang XL (2018). Lower-bound analytical solution for bearing capacity factor using modified Hoek–Brown failure criterion. Canadian Geotechnical Journal, 55(4),577-583.
48. Yang XL, Zhang R (2018). Limit analysis of stability of twin shallow tunnels considering surface settlement. KSCE Journal of Civil Engineering. 22(5), 1967-1977
49. Yang XL, Wang HY (2018). Catastrophe analysis of active-passive mechanisms for shallow tunnels with settlement. Geomechanics and Engineering, 15(1), 621-630.
50. Luo WJ, Yang XL (2018). 3D stability of shallow cavity roof with arbitrary profile under influence of pore water pressure. Geomechanics and Engineering, 16(6), 569-575.
51. Zhu JQ, Yang XL (2018). Probabilistic stability analysis of rock slopes with cracks. Geomechanics and Engineering, 16(6), 655-667.
52. Xu JS, Yang XL (2018). Seismic stability analysis and charts of a 3D rock slope in Hoek-Brown media. International Journal of Rock Mechanics and Mining Sciences, 112, 64-76.
53. Li YX, Yang XL (2018). Three-dimensional seismic displacement analysis of rock slopes based on Hoek-Brown failure criterion. KSCE Journal of Civil Engineering, 22(11): 4334-4344.
54. Xu JS, Li YX, Yang XL (2018). Seismic and static 3D stability of two-stage slope considering joined influences of nonlinearity and dilatancy. KSCE Journal of Civil Engineering, 22(10): 3827-3836.
55. Li ZW, Yang XL (2018). Active earth pressure for soils with tension cracks under steady unsaturated flow conditions. Canadian Geotechnical Journal, 55(12),1850-1859.
56. Li TZ, Yang XL (2018). Probabilistic stability analysis of subway tunnels combining multiple failure mechanisms and response surface method. ASCE International Journal of Geomechanics, 18(12), 04018167.
57. 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(5), 1991-2001
58. 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(5), 04018021.
59. Li ZW, Yang XL (2018). Stability of 3D slope under steady unsaturated flow condition. Engineering Geology, 242, 150-159.
60. 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(7), 04018063.
61. 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(5), 1720-1729.
62. 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(7), 04018065.
63. 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. ASCE International Journal of Geomechanics, 18(1), 04017133.
64. 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.
65. Xu JS, Yang XL (2018). Three-dimensional stability analysis of slope in unsaturated soils considering strength nonlinearity under water drawdown. Engineering Geology, 237, 102-115.
66. Huang F, Ou RC, Li ZL, Yang XL, Ling TH. (2018). Limit analysis for the face stability of a shallow-shield tunnel based on a variational approach to the blow-out failure mode. ASCE International Journal of Geomechanics 18(6), 04018038.
67. Huang XL, Zhou ZG, Yang XL (2018). Roof failure of shallow tunnel based on simplified stochastic medium theory. Geomechanics and Engineering, 14(6), 571-580.
68. Du DC, Dias D, Yang XL (2018). Analysis of earth pressure for shallow square tunnels in anisotropic and non-homogeneous soils. Computers and Geotechnics, 104, 226-236.
69. Yang XL (2017). Effect of pore-water pressure on 3D stability of rock slope. ASCE International Journal of Geomechanics. 17(9), 06017015.
70. Yang XL, Yao C (2017). Axisymmetric failure mechanism of a deep cavity in layered soils subjected to pore pressure. ASCE International Journal of Geomechanics, 17(8), 04017031.
71. Yang XL, Xu JS (2017). Three-dimensional stability of two-stage slope in inhomogeneous soils. ASCE International Journal of Geomechanics, 17(7), 06016045.
72. Yang XL, Li WT (2017). Reliability analysis of shallow tunnel with surface settlement. Geomechanics and Engineering, 12(2): 313-326.
73. 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.
74. 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.
75. 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, 17(7), 04017011.
76. 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.
77. 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.
78. 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.
79. 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.
80. Yao C, Yang XL (2017). Limit analysis of unsaturated soil slope stability considering intermediate principal stress and strength nonlinearity. Geotechnical and Geological Engineering. 35(5): 2053–2063.
81. Yao C, Yang ZH, Li YX, Yang XL (2017). Stability of Twin Shallow Tunnels in Unsaturated Soils Considering Intermediate Principal Stress and Strength Nonlinearity. Electronic Journal of Geotechnical Engineering, 2017 (22.04), 1301-1314.
82. Yang XL, Long ZX (2016). Seismic and static 3D stability of two-stage rock slope based on Hoek-Brown failure criterion. Canadian Geotechnical Journal. 53(3): 551-558.
83. 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, 10(1): 21-35.
84. Yang XL, Li KF (2016). Roof collapse of shallow tunnel in layered Hoek-Brown rock media. Geomechanics and Engineering, 11(6): 867-877.
85. 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.
86. Yang XL, Xiao HB (2016). Safety thickness analysis of tunnel floor in karst region based on catastrophe theory. Journal of Central South University, 23(9): 2364−2372.
87. 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, 23(3): 708–720.
88. 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.
89. Yang XL, Yan RM (2015). Collapse mechanism for deep tunnel subjected to seepage force in layered soils. Geomechanics and Engineering, 8(5): 741-756.
90. Yang XL, Pan QJ (2015). Three dimensional seismic and static stability of rock slopes. Geomechanics and Engineering, 8(1): 97-111.
91. 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.
92. 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.
93. Yang XL, Qin CB (2014). Limit analysis of rectangular cavity subjected to seepage forces based on Hoek-Brown failure criterion. Geomechanics and Engineering, 6(5): 503-515.
94. Huang F, Yang XL, 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.
95. Yang XL, Huang F (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.
96. Yang XL, Huang F (2011). Collapse mechanism of shallow tunnel based on nonlinear Hoek-Brown failure criterion. Tunnelling and Underground Space Technology. Vol.26(6): 686~691.
97. Yang XL (2011). Seismic passive pressures of earth structures by nonlinear optimization. Archive of Applied Mechanics. Vol.81(9): 1195~1202.
98. Yang XL, Wang JM (2011). Ground movement prediction for tunnels using simplified procedure. Tunnelling and Underground Space Technology. Vol. 26(3): 462~471.
99. Yang XL, Zou JF (2011). Cavity expansion analysis with nonlinear failure criterion. Geotechnical Engineering, ICE. Vol. 164(1): 41~49.
100. Huang F, 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.
101. Yang Xiao-Li, Yin JH (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.
102. Yang Xiao-Li (2009). Seismic bearing capacity of a strip footing on rock slopes. Canadian Geotechnical Journal. Vol.46(8): 943~954.
103. Yang Xiao-Li, Huang F (2009). Influences of material dilatancy and pore water pressure on stability factor of shallow tunnels. Transactions of Nonferrous Metals Society ofChina. Vol. 19(S3): 819~823.
104. Yang Xiao-Li, Yin JH (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.
105. Yang Xiao-Li (2007). Seismic displacement of rock slopes with nonlinear Hoek-Brown failure criterion. International Journal of Rock Mechanics and Mining Sciences. 44(6): 948~953.
106. 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.
107. Yang Xiao-Li, Yin JH(2006). Linear Mohr-Coulomb strength parameters from the nonlinear Hoek-Brown rock masses. International Journal of Non-Linear Mechanics. Vol. 41(8): 1000~1005.
108. Yang Xiao-Li, Zou JF (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.
109. Yang Xiao-Li, Yin JH (2006). Estimation of seismic passive earth pressure with nonlinear failure criterion. Engineering Structures. Vol. 28(3): 342~348.
110. Yang Xiao-Li, Yin JH (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.
111. Yang Xiao-Li, Li L, Yin JH (2004). Seismic and static stability analysis for rock slopes by a kinematical approach. Geotechnique. Vol. 54(8): 543~549.
112. Yang Xiao-Li, Yin JH (2004). Slope stability analysis with nonlinear failure criterion. Journal of Engineering Mechanics, ASCE. Vol. 130(3): 267~273.
113. Yang Xiao-Li, Li L, Yin JH (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.
114. Yang Xiao-Li, Yin JH, Li L (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.
115. Yang Xiao-Li (2003). Unified strength solution for geotechnical structure reinforced by geotextile. Journal of Structural Engineering. Vol. 30(2): 115~118.
116. Yang Xiao-Li, Xu LR, Li L, Liu BC. (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.
117. Yang Xiao-Li, Li WT, Pan QJ (2015). Influences of anisotropy and inhomogeneity on supporting pressure of tunnel face with kinematical approach. Journal of Central South University, 22(9): 3536–3543.
118. Yang Xiao-Li, Long ZX (2015). Roof collapse of shallow tunnels with limit analysis method. Journal of Central South University, 22(5): 1929–1936.
119. Yang Xiao-Li, Qin CB (2015). Limit analysis of supporting pressure in tunnels with regard to surface settlement. Journal of Central South University, 22(1): 303–309.
120. Yang Xiao-Li, Qin CB (2014). Upper bound limit analysis of roof collapse in shallow tunnels with arbitrary cross sections under condition of seepage force. Journal of Central South University, 21(11): 4338–4343.
121. Yang Xiao-Li, Yang ZH, Pan QJ, Li YL (2014). Kinematical analysis of highway tunnel collapse using nonlinear failure criterion. Journal of Central South University, 21(1): 381–386.
122. Yang Xiao-Li, Yang ZH, Li YX, Li SC (2013). Upper bound solution for supporting pressure acting on shallow tunnel based on modified tangential technique. Journal of Central South University, 20(12): 3676–3682.
123. Yang Xiao-Li, Zhang DB, Wang ZW (2013). Upper bound solutions for supporting pressures of shallow tunnels with nonlinear failure criterion. Journal of Central South University, 20(7): 2034–2040.
124. Yang Xiao-Li, Zhang JH, Jin QY, Ma JQ (2013). Analytical solution to rock pressure acting on three shallow tunnels subjected to unsymmetrical loads. Journal of Central South University, 20(2): 528–535.
125. Yang Xiao-Li, Jin QY, Ma JQ (2012). Pressure from surrounding rock of three shallow tunnels with large section and small spacing. Journal of Central South University, 19(8): 2380–2385.
126. Huang F, Yang Xiao-Li, Zhao LH (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 (Applied Physics & Engineering). Vol. 13(4): 284~292.
127. Yang Xiao-Li, Huang F, Wang JM (2011). Modified image analytical solutions for ground displacement using the nonuniform convergence model. Journal of Central South University of Technology. Vol. 18(3): 859~865.
128. Yang Xiao-Li, Huang F (2010). Influences of strain softening and seepage on elastic and plastic solutions of circular openings in nonlinear rock masses. Journal of Central South University of Technology. Vol. 17(3): 621~627.
129. Yang Xiao-Li, Huang F (2009). Stability analysis of shallow tunnels subjected to seepage with strength reduction theory. Journal of Central South University of Technology. Vol. 16(6): 1001~1005.
130. Yang Xiao-Li, Zou JF (2009). Estimation of compaction grouting pressure in strain softening soils. Journal of Central South University of Technology. Vol. 16(4): 653~657.
131. Yang Xiao-Li, Huang F (2009). Slope stability analysis considering the joined influences of nonlinearity and dilation. Journal of Central South University of Technology. Vol. 16(2): 292~296.
132. Yang Xiao-Li, Zou JF (2008). Displacement and deformation analysis for uplift piles. Journal of Central South University of Technology. Vol. 15(6): 906~910.
133. Yang Xiao-Li, Sui ZR (2008). Seismic failure mechanisms for loaded slopes with associated and nonassociated flow rules. Journal of Central South University of Technology. Vol. 15(2): 276~279.
134. Yang Xiao-Li, Wang JM (2008). Influences of stress dilation on shape of failure surface for shallow tunnels. Journal of Central South University of Technology. Vol. 15(S1): 293~297.
135. Yang Xiao-Li, Wang JM (2008). Stress dilatancy analysis of shallow tunnels subjected to unsymmetrical pressure. Journal of Central South University of Technology. Vol. 15(S2): 28~33.
136. Zou JF, Luo H, Yang Xiao-Li (2008). Effective depth of dynamic compaction in embankment built with soils and rocks. Journal of Central South University of Technology. Vol. 15(S2): 34~37.
137. Su YH, Ma N, Hu J, Yang Xiao-Li (2008). Estimation of sand liquefaction based on support vector machines. Journal of Central South University of Technology. Vol. 15(S2): 15~20.
138. Zou XJ, Yang M, Zhao MH, Yang Xiao-Li (2008). Pile-soil stress ratio in bidirectionally reinforced composite ground by considering soil arching effect. Journal of Central South University of Technology. Vol. 15(S2): 1~7.
139. Yang Xiao-Li, Guo NZ, Zhao LH, Zou JF (2007). Influences of nonassociated flow rules on seismic bearing capacity factors of strip footing on soil slope by energy dissipation method. Journal of Central South University of Technology. Vol. 14(6): 842~847.
140. Yang Xiao-Li, Wang ZB, Zou JF, Li L (2007). Bearing capacity of foundation on slope determined by energy dissipation method and model experiments. Journal of Central South University of Technology. Vol. 14(1): 125~128.
141. Yang Xiao-Li, Zou JF, Sui ZR (2007). Effects of intermediate principal stress on rock cavity stability. Journal of Central South University of Technology. 2007, Vol. 14(S1): 165~169.
142. Yang Xiao-Li, Zou JF (2007). Expansion pressure considering effects of large strain and dilation of softening soils. Journal of Central South University of Technology. 2007, Vol. 14(S2): 158~162.
143. He YG, Li ZW, Yang Xiao-Li (2006). Hazard development mechanism and deformation estimation of water solution mining area. Journal of Central South University of Technology. Vol. 13(6): 738~742.
144. Xu QY, Zhou XL, Zeng ZP, Yang Xiao-Li (2004). Mechanics model of additional longitudinal force transmission between bridges and continuously welded rails with small resistance fasteners. Journal of Central South University of Technology. Vol. 11(3): 336~339.
