34. Probability statistical analysis of fracture toughness of concrete. Journal of Water Conservancy, 1984,10,51-58, Xu Shiquan.
35. Study on probability model of fracture toughness of concrete. Journal of Civil Engineering, 1988, No.21Volume, No.4, pages 9-23, Xu Shiquan, Zhao Guofan.
36. The stable expansion process of concrete cracks and the critical crack tip opening displacement. Journal of Water Conservancy, No.4,1989,33-44, Xu Shiquan, Zhao Guofan.
37. Fracture toughness of concrete giant specimens and fracture toughness criteria for crack evaluation of high concrete dams. Journal of Civil Engineering, 199 1 year, vol. 24, No.2, 1-9, Xu Shiquan, Zhao Guofan.
38. Fracture energy and crack tip strain field of large concrete specimens. Journal of Hydraulic Engineering, 199 1, 17-25, Xu Shiquan, Zhao Guofan, Huang Chengkui, Liu Yi, Wang Fengyi, Jin Guoli.
39. Using photoelastic patch method to study the process of concrete crack propagation. Journal of Hydropower, No.3, 199 1, 8- 17, Xu Shiquan, Zhao Guofan.
40. Three-point bending beam method is used to study the influence law of concrete fracture energy GF and specimen size. Journal of Dalian University of Technology,1991,79-86, Xu Shiquan, Zhao Guofan, Liu Yi, Ye Lida.
4 1. Double-K fracture criterion for crack propagation in concrete structures. Journal of Civil Engineering, 1992, Volume 25, No.2, pp. 32-38, Xu Shiquan, Zhao Guofan.
42. Narrow-band fracture zone model of concrete and its application. Journal of Dalian University of Technology, No.6, 1992, Xu Shiquan, Zhao Guofan.
43. Study on fracture toughness and fracture energy of large aggregate fully graded concrete. Engineering mechanics, 1996 supplement, Zhao Guofan, Xu Shiquan, Wang Fengyi.
44. Journal of Fracture Toughness of Large Concrete Specimens, No.6, 1997, 67-76, Wu Zhimin, Zhao Guofan, Xu Shiquan.
45. Double K fracture parameters of concrete based on virtual crack model. Journal of Hydraulic Engineering, No.7, 1999, 12- 16, Wu Zhimin, Xu Shiquan, Wang Jinlai.
46. The three-point bending beam method is used to study the K fracture parameters of concrete and its size effect. Journal of hydroelectric power generation. No.4, 2000, (35-39), Wu Zhimin, Xu Shiquan, Wang Jinlai and Liu Yi.
47. Equivalent fracture toughness of concrete based on virtual crack model. Engineering Mechanics, 2000, Volume 17,No. 1, (99- 104), Wu Zhimin, Wang Jinlai, Xu Shiquan,
48. Fracture mechanical properties of cracks near the interface of two-phase media. Journal of Composite Materials, No.3, 2000, 17, (78-82), Wang Limin, Chen Haoran, Xu Shiquan, Zhao Guangyuan.
49. The influence of initial joint length of specimen on double K fracture parameters of concrete. Journal of Water Conservancy, No.4, 2000, Wu Zhimin, Xu Shiquan, Liu Yi.
50. Softening constitutive curve of concrete used to determine double K fracture parameters. Journal of Tsinghua University (Natural Science Edition). 2000,40 volumes (S 1), (1113), Zhao Zhifang, Xu Shiquan.
5 1. Influence of maximum aggregate particle size on double K fracture parameters of concrete. Journal of Dalian University of Technology, 2000, 40 volumes, 3 issues, (358-36 1), Wu Zhimin, Xu Shiquan, Liu Hongyan, Liu Yi.
52. Double K fracture parameters of concrete non-standard three-point bending beam samples. China Engineering Science, 200 1 No.4 (76-8 1). Wu Zhimin, Xu Shiquan, Lu Xijing, Liu Jiayi.
53. The influence of specimen size on the new KR resistance curve of concrete. Journal of Water Conservancy, 200 1 12. Zhao Zhifang, Xu Shiquan.
54. The influence of concrete strength on the new KR resistance curve based on cohesion. Journal of Hydropower, June 2006, 5438+0, No.3,1-21,Zhao Zhifang, Xu Shiquan.
55. The influence of concrete softening constitutive curve shape on double K fracture parameters. Journal of Civil Engineering, 200 1, 34 (5), 29-34, Zhao Zhifang, Xu Shiquan.
56. Stress intensity factor when the crack is perpendicular to the interface of two-phase medium. Journal of Computational Mechanics, 200 1, 18 (1), 33-36, Wang Limin, Chen Haoran, Xu Shiquan, Zhao Guangyuan, Pu Qi.
57. The size effect of crack propagation and double K fracture parameters were studied by photoelastic patch method. Journal of Water Conservancy, 200 1 4, 34-39, Wu Zhimin, Xu Shiquan,
58. Stress analysis of short fiber at crack end. Journal of Mechanics, 2002, 34 (2), 200-207. Wang Limin, Xu Shiquan, Chen Haoran.
59. Stress and deformation of far-field bridge reinforcement in quasi-brittle material crack. Engineering Mechanics, 2002, 19 (3), 132- 136. Xu Shiquan, Wang Limin, Zhao Yanhua.
60. Minimum J2 Criterion for Brittle Fracture of Ⅰ-Ⅱ Mixed-mode Cracks, Engineering Mechanics, 2002, 19 (4), 94-98. Zhao Yanhua, Xu Shiquan.
6 1. Influence of softening constitutive relation of concrete on double K fracture parameters. Engineering mechanics, 2002 19 (4), 149- 154. Zhao Zhifang, Xu Shiquan, Zhou Hougui.
62. Study on the Bond Performance between High Performance Fine Concrete and Carbon Fiber Fabric, Engineering Mechanics, 2002, Supplement, 95- 104, Xu Shiquan, Reinhardt HW, Markus Krueger.
63. Experimental study on the influence of stirrup ratio on the limit value of axial compression ratio of steel reinforced high strength concrete short columns. Journal of Civil Engineering, 2002, 35 [6], 39-43, Jia Jinqing, Xu Shiquan, Zhao Guofan.
64. Practical analysis method of double K fracture parameters of concrete. Engineering Mechanics, 2003,20 (3), 54-6 1, Xu Shiquan, Wu Zhimin, Ding Gengen.
65. Study the fracture energy of concrete by wedge splitting method. Journal of Hydropower, No.4, 2003, 15-22, Xu Shiquan, Zhao Yanhua, Wu Zhimin, Gao Hongbo.
66. Experimental study on the limit value of axial compression ratio of steel reinforced high strength concrete short columns. Journal of Building Structure, 2003, 1, 14- 19, Jia Jinqing, Xu Shiquan.
67. Cohesion analysis of semi-infinite crack tip, Applied Mathematics and Mechanics, 2003,24812-820, Xu Shiquan.
68. Singularity of cohesion of virtual cracks in concrete fracture process area. Journal of Applied Mechanics, 2004,21(1): 30-35, Wang Limin, Xu Shiquan.
69. Three-dimensional nonlinear finite element numerical simulation of concrete type II fracture process. Journal of Hydropower, 2004,23 [5]:15-21,Xu Shiquan, Zhao Yanhua.
70. Double G criterion for crack propagation in concrete structures. Journal of Civil Engineering, 2004, 37 (10):13-18; 5 1; 9 1, Zhao Yanhua, Xu Shiquan, Wu Zhimin.
7 1. Boundary effect of fracture energy of concrete. 2005,36 ⑾:1320-1325 Zhao Yanhua, Xu Shiquan, Nie Yuqiang. Journal of water conservancy,
72. Drawing calculation and analysis of fiber reinforced concrete. Journal of Railway Science and Engineering, 2005, (1):15-21,Xu Shiquan, Li He.
73. Improvement of shear lag theory of short fiber concrete stress transmission. Engineering Mechanics, 2005,22 [6], 165- 169,, Xu Shiquan.
74. Analysis of opening displacement of viscous crack considering softening effect. China Science Series G Wang Limin Xu Shiquan Zhao Xiqiang. ,2006,36⑴,59-7 1,
75. The expansion solution of a kind of weakly singular kernel integral equation of Fredholm type. Journal of Physics, 2006,55 (2): 543-546, Ren Chuanbo, Xu Shiquan, Zhao Xiqiang, Wang Limin.
76. Experimental determination of double K fracture parameters of small aggregate concrete. Journal of Water Conservancy, 2006,37 (5): 26-36, Xu Shiquan, Zhang Xiufang, Zheng Shuang.
77. Development and Optimization of Fabric Reinforced Concrete (TRC) Matrix, Journal of Hydropower, 2006,25 (3): 76-80, Li He, Xu Shiquan.
78. Grey correlation analysis of concrete fracture parameters. Journal of Dalian University of Technology, 2006,46 (3): 395-400, Zhang Dianjun, Xu Shiquan,
79. Bonding performance of carbon fiber woven net and high performance fine-grained concrete. Journal of Building Materials, 2006,9 (2): 21-215, Xu Shiquan, Li He.
80. Self-compacting concrete for textile reinforced concrete. Journal of Building Materials, 2006,9 (4): 481-483, Xu Shiquan, Li He.
Experimental study on type ⅱ fracture toughness Kⅱc of 8 1. concrete. Journal of Hydropower, 2006,26 [5]: 20-28, Gao Hongbo, Xu Shiquan, Bu Dan.
82. Experimental study on electrical conductivity of carbon fiber mortar and carbon fiber concrete. Journal of Building Materials, 2006,9 (3): 347-352,, Xu Shiquan, Sun Jin.
83. The new GR resistance curve fracture criterion for the whole process of crack propagation in concrete structures. Journal of Civil Engineering, 2006,39 ⑽: 20-31,Xu Shiquan,
84. Experimental study on double K fracture parameters of dam concrete with different gradations. Journal of Civil Engineering, 2006,39 ⑾: 64-76, Xu Shiquan, Zhou Hougui, Gao Hongbo, Zhao Shouyang.
85. The superposition calculation of double K fracture parameters of concrete wedge-shaped splitting tensile specimen and its boundary effect. Journal of Dalian University of Technology, 2006,46 (3): 868-874, Zhang Xiufang, Xu Shiquan, Gao Hongbo.
86. Determination method of boundary effect of concrete fracture energy. Engineering Mechanics, 24, 2007 (1): 56-6 1, Zhao Yanhua, Nie Yuqiang, Xu Shiquan.
87. Bearing capacity of bending beam with cohesive crack resistance. China Engineering Science, 2007, 9 (2), 30-35. Wang Limin, Xu Shiquan, Ren Chuanbo.
88. Shear fracture process and fracture toughness determination of joint grouting for concrete dams, Journal of Water Resources, 2007,38 (3): 300-305, Xu Shiquan, Yu Changxiong,
89. The wedge tension method for determining the fracture energy of concrete. Journal of Water Conservancy, 2007,38 (3): 683-689, Xu Shiquan, Bu Dan,
90. Experimental determination of double K fracture parameters of concrete under hydrostatic pressure, Journal of Hydraulic Engineering, 2007,38 Once: 792-798, Xu Shiquan, Wang Jianmin.
9 1. Determining the critical length of concrete cracks by electrical measurement, Journal of Tsinghua University (Natural Science Edition), 2007,47 (9), 1432- 1434, Gao Shuling, Xu Shiquan.
92. The toughness of PVA fiber reinforced cement-based composites was studied by using the total work of horizontal external force. Journal of Southeast University, 2007,37 (2): 324-329, Gao Shuling, Xu Shiquan.
93. The fracture toughness of polyvinyl alcohol fiber reinforced cement-based composites was studied with a single-sided notched sheet. Engineering Mechanics, 2007,24 ⑾:12-18, Gao Shuling, Xu Shiquan.
94. Experimental study on tensile properties of PVA fiber reinforced cement-based composites. Journal of Dalian University of Technology, 2007,47 (2): 233-239, Gao Shuling, Xu Shiquan.
95. Study on mechanical properties of fabric reinforced concrete sheet. Journal of Building Structure, 2007,28 (4):117-122, Li He, Xu Shiquan.
96. Experimental study on ductility of PVA fiber ultra-high strength concrete short columns with high axial compression ratio, Journal of Civil Engineering, 2007,40 (8): 54-60,, Xu Shiquan, Jia Jinqing.
97. Experimental study on type II fracture based on the agility of carbon fiber reinforced concrete. Journal of Building Materials, 2007, 10 (4): 484-487, Zhang Dianjun, Xu Shiquan.
98. Experimental study on seismic behavior of steel reinforced ultra-high strength concrete short columns. Journal of Dalian University of Technology, 2007,47 (5): 699-706, Xu Shiquan, Jia Jinqing, Sun Genqin, Hou Tong.
99. Experimental study on flexural properties of carbon fiber woven mesh and PVA short fiber reinforced cement-based composites, Journal of Civil Engineering, 2007,40 (13): 69-76, Xu Shiquan, Li Hedong.
100. determination of mode ⅰ fracture toughness of cement slurry and cement mortar materials. Journal of Hydraulic Engineering, 2008,39 (1): 41-46, Xu Shiquan, Zhu Yu, Zhang Xiufang.
10 1. Correlation between softening constitutive relation of concrete and GR resistance curve of crack propagation, Journal of Tsinghua University (Natural Science Edition), 2008,48 (3), 3 16-320, Zhang Xiufang, Xu Shiquan.
102. experimental determination of double k fracture parameters of wedge-shaped compact tensile specimens with different sizes, journal of civil engineering, 2008,41(2): 70-76 Xu Shiquan, Bu Dan,
103. Virtual strain hardening mechanism analysis of ultra-high performance cement-based composites under bending and tension, Journal of Composites, 2008,25 (2):129-134, Wu, Han Xiangmo, Xu Shiquan.
104. Determination of concrete fracture energy by load-crack opening displacement curve, Journal of Hydraulic Engineering, 2008,39 [6]: 714-719,, Xu Shiquan.
105. Research progress and engineering application of ultra-high toughness cement-based composites, Journal of Civil Engineering, 2008,41[6]: 72-87, Xu Shiquan, Li Hedong.
106. Experimental study on fracture parameters of three-point bending beams based on the agility of carbon fiber concrete (CFRC), Journal of Hydropower, 2008,27 (2): 71-77,, Xu Shiquan, Hao Hongman.
107. Study on mechanical properties of concrete fracture process zone based on energy method, Engineering Mechanics, 2008,27 (7):18-23, Zhang Xiufang, Xu Shiquan.
108. Determining the critical load of joint grouting materials by using electrical conductivity, Journal of Dalian University of Technology, 2008,48 (4): 546-550, Xu Shiquan, Yu Changxiong,
109. Practical methods to improve the bond between fiber woven mesh and concrete, Journal of Dalian University of Technology, 2008,48 (5): 685-690, Li Qinghua, Xu Shiquan,
1 10. Experimental study on bond constitutive relation between ultra-high toughness cement-based composites and steel bars, Engineering Mechanics, 2008,25 ⑾: 53-61,Xu Shiquan,
1 1 1. Study on improving the flexural cracking performance of reinforced concrete beams by using ultra-high toughness cement-based composites (1). Basic Theory, Journal of Civil Engineering, 2008,41⑿: 53-59,, Xu Shiquan
1 12. Criterion and analysis of concrete crack propagation and fracture process, Engineering Mechanics, 2008,25 (S2): 20-33, Xu Shiquan, Zhao Yanhua.
1 13. Crack propagation and double K fracture parameters of dam concrete under water pressure, Journal of Civil Engineering, 2009,42 (2):19-125, Xu Shiquan, Wang Jianmin.
1 14. Influence of different softening curve shapes on GR curve of crack propagation resistance, Engineering Mechanics, 2009,26 (2): 5-9, Zhang Xiufang, Xu Shiquan.
1 15. Research and application of fracture parameters of ultra-high performance fiber reinforced concrete, Engineering Mechanics, 2009,26 (3): 93-98, Wu, Xu Shiquan, Wu Mingxi.
1 16. calculation theory and experimental study on reinforced ultra-high toughness cement-based composite RUHTCC flexural beam, China science (e series) 2009,39 (5): 878-896, Xu shiquan,
1 17. Theoretical study on flexural behavior of functionally graded composite beams with ultra-high toughness, China Science (Series E) 2009,39 [6]:108/-kloc-0/094, Xu Shiquan,
1 18. mechanical properties of oriented multi-walled carbon nanotubes -M 140 mortar composites, China science (series e), 2009,39 times: 1228- 1236, Xu shiquan, Gao.
1 19. Experimental study on flexural behavior of ultra-high toughness composite functionally graded composite beams, China Science (Series E) 2009,39 (8):139/-1406, Li Qinghua, Xu Shiquan.
120. Experimental study on direct tension of ultra-high toughness cement-based composites, Journal of Civil Engineering, 2009,42 (9): 32-41,Xu Shiquan, Li Hedong.
12 1. Experimental study on frost resistance and durability of ultra-high toughness fiber reinforced cement-based composites, Journal of Civil Engineering, 2009,42 (9): 42-46, Xu Shiquan, Cai Xinhua, Li Hedong.
122. Study on basic mechanical properties of ultra-high toughness cement-based composites, Journal of Hydraulic Engineering, 2009,40 (9):1055-1065, Xu Shiquan, Cai.
123. Study on improving flexural cracking performance of reinforced concrete beams with ultra-high toughness cement-based composites (Ⅱ): Experimental study, Journal of Civil Engineering, 2009,42 (10): 53-66,, Xu Shiquan.
124. experimental measurement and analysis of uniaxial compression stress-strain curve of ultra-high toughness cement-based composites, journal of civil engineering, 2009,42 (13):, Xu Shiquan, Cai,
125. Study on the influence of reinforcement ratio on flexural performance of high-strength concrete beams, Journal of Civil Engineering, 2009,42 (13):16-24,, Xu Shiquan, Hou Lijun.
126. Flexural bearing capacity and ductility analysis of cement-based composite beams with ultra-high toughness of steel bars, Engineering Mechanics, 2009,26 ⑿:133-14/,Xu Shiquan.
127. Research progress on basic properties and structural application of ultra-high toughness cement-based composites, Engineering Mechanics, 2009,26 (S2): 23-67. Li Qinghua, Xu Shiquan.
128. Practical interpolation calculation method for cohesion toughness of double KIcc fracture model, Journal of Computational Mechanics, 20 10, (27) 1:47-52, Gao Hongbo, Xu Shiquan, Wu Zhimin, Budan.
129. Study on the corresponding relationship between bending load-strain hardening curve and uniaxial tensile stress-strain hardening curve of UHTCC thin plate, Engineering Mechanics, 20 10/0,27 (1): 8-16, Xu Shiquan, Cai.
130. Influence of steel/polypropylene hybrid fiber on flexural performance of high performance concrete deep beams, Journal of Harbin Institute of Technology, 20 10/0,42 (2): 31316, Xia, Xu Shiquan, Xia.
13 1. Evaluation method of flexural properties and toughness of ultra-high toughness cement-based composites, Journal of Civil Engineering, 20 10/0,43 (3): 32-39, Xu Shiquan, Li Hedong.
132. Experimental study and calculation analysis of flexural properties of reinforced ultra-high toughness cement-based composites, Journal of Building Structure, 20 10/0,31(3): 51-61,Li Qinghua, Xu Shiquan.
133. Calculation of normal section bearing capacity of reinforced concrete composite beams with crack control considering tensile stress growth of ultra-high toughness cement-based composites, Journal of Building Structure, 20 10/0,31(3): 62-69, Zhang Xiufang, Xu Shiquan.
134. Theoretical analysis and crack width calculation of hydraulic pressure tunnel lining, Journal of Civil Engineering, 20 10/0,43 (1):114124, Xu Shiquan, Liu Jianqiang.