(2) Kong Desen, Luan Maotian, Qing Yang. Calculation of horizontal dynamic impedance of single pile in heterogeneous soil and analysis of influencing factors. Journal of Dalian University of Technology, 2004,44 (4): 560-565. (already included in EI)
(3) Kong Desen, Luan Maotian, Korea. Simplified analysis method of vertical harmonic dynamic response of single pile in layered foundation. Geotechnical Mechanics, 2005,26 (3): 375-380. (already included in EI)
(4) Conderson, Luan Maotian. Calculation method of vertical dynamic impedance of single pile and analysis of its influencing factors. Journal of Vibration Engineering, 2004, 17 (4): 500-505. (already included in EI)
Zhiyun Wang, Qing Yang, Luan Maotian and Conderson. Numerical analysis of horizontal harmonic dynamic response characteristics of single pile in heterogeneous soil. Journal of Disaster Prevention and Mitigation Engineering, 2004,24 (1): 53-59.
Konderson, Luan Maotian, Qing Yang. Summary of dynamic Winkler model in pile-soil interaction analysis. World Earthquake Engineering, 2005,21(1):12-17.
Konderson, Luan Maotian. Study on numerical analysis method of geotechnical mechanics. Geotechnical Engineering Technology, 2005, 19 (5): 249-253.
Zhiyun Wang, Qing Yang, Luan Maotian and Conderson. Calculation method of vertical dynamic impedance of single pile considering relative slip effect of pile and soil. See: Proceedings of the 9th Academic Conference on Soil Mechanics and Geotechnical Engineering, Beijing: Tsinghua University Press, 2003,541-544.
Konderson, Luan Maotian, Qing Yang. Analysis and research on dynamic interaction of pile-soil-structure. See: James Zhou, editor-in-chief, the future and development of water conservancy and hydropower projects in China, Dalian: Dalian University of Technology Press, 2002,421-425.
(10) Konderson, Luan Maotian. Calculation method of horizontal dynamic impedance of single pile considering relative separation effect of pile and soil. See: Wu, Theory and Practice of Modern Civil Engineering, Nanjing: Hohai University Press, 2003,332-337.
(1 1) Luan Maotian, Han, nian tingkai, kong desen. Simplified analysis of passive pile-soil interaction. Journal of Disaster Prevention and Mitigation Engineering, 2004,24 (4): 370-374.
(12) Konderson, Jiang Jinquan. Stability prediction of surrounding rock in deep roadway and optimization of bolt support. Mine Pressure and Roof Management, 2002, 19 (2): 29-33.
(13) Konderson, Jiang Jinquan. Optimal design of bolt support parameters in deep mine roadway. Coal, 200 1, 10 (6): 1-3.
(14) Kong Desen, Fan, Zhang Leixin. Numerical simulation analysis of surrounding rock stability of deep roadway in compound stress field. Journal of Shandong University of Science and Technology, 200 1, 20 (1): 68-70.
(15) Konderson, Jiang Jinquan. Stability analysis of deep roadway in tectonic stress field. Mine Pressure and Roof Management, 2000, 17 (4): 56-58.
(16) Conderson, Jiang Jinquan, Song Zhenqi. Stability analysis of deep parallel roadway in tectonic stress field. Coal, 2000, 9 (5): 5-7.
Zhu Yanli, Conderson. Bolt-grouting reinforcement technology for loose surrounding rock roadway. Coal, 2000, 9 (3): 24-27.
(18) Qu Hua, Kong Desen, Study on support of high stress roadway in low mining in deep coal pillar area. Mine Pressure and Roof Management, 2003,20 (3): 36-38.
(19) Conderson, Wang Weiming, Li Dayong. Reflections on the teaching reform of structural mechanics. Journal of Shandong University of Science and Technology, 2005,7 (3):138-140.
(20) Kong Desen, Luan Maotian and Lu Aizhong. Analysis of seismic response characteristics of pile-soil-structure interaction system. Journal of China Ocean University, May 2006 (1):1-8.
(2 1) Kong Desen, Luan Maotian, Lu Aizhong, Wang Weiming, Li Dayong. Comments on the application of high strain dynamic testing and low strain integrity testing in pile foundation detection. The 6th International Conference on Testing and Measurement, Dalian, 2005: 4436-4439.