James A S, Paul W M, Glenn J R. Geotechnical Sit Characterization in the Greater Memphis Area Using Cone Penetration Tests [J]. Engineering Geology, 2001, 62: 169-184.
[2]
Savvateev A F, Budin A V, Kolikov V A, et al. High-Speed Penetration into Sand [J]. Int J Impact Eng, 2001, 26: 675-681.
[3]
Richard W M, Thomas A D. Finite Cavity Expansion Method for Near-Surface Effects and Layering during Earth Penetration [J]. Int J Impact Eng, 2000, 24: 239-258.
[4]
Bazhenov V G, Kotov V L. Determination of Dynamic-Compressibility Parameters and of Shear Strength for a Ground Medium by the Striker-Penetration Method [J]. Doklady Physics, 2006, 51(5): 279-282.
[5]
Dexter A R, Czyz E A, Gate O P. A Method for Prediction of Soil Penetration Resistance [J]. Soil and Tillage Research, 2007, 93(2): 412-419.
[6]
Yang G T. Soil Dynamics [M]. Beijing: China Construction Material Industry Press, 2000. (in Chinese)
[7]
杨桂通. 土动力学 [M]. 北京: 中国建材工业出版社. 2000.
[8]
Ma L X. Research on Changing Law of Compressing Module of Soil [J]. Site Investigation Science and Technology, 2006. 3: 42-43. (in Chinese)
[9]
马履霞. 土压缩模量变化规律的探讨 [J]. 勘察科学技术, 2006. 3: 42-43.
[10]
Qian W C. Mechanics of Perforation [M]. Beijing: Nation Defence Industry Publish, 1984: 139. (in Chinese)
[11]
钱伟长. 穿甲力学 [M]. 北京: 国防工业出版社, 1984: 139.
[12]
Zheng Z M, Tan Q M. Similarity Theory and Modeling [A]//Collected Works of Zheng Zhemin [C]. Beijing: Science Press, 2004: 777-808. (in Chinese)
