P-Wave Attenuation Mechanism of Calcareous Sand under Explosion

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Calcareous sand is a special marine geotechnical medium that exhibits interesting physical and mechanical properties resulting from its composition and structure. In the current paper, the blasting compression wave (P-wave) attenuation mechanism of calcareous sand under explosion was studied through explosion experiments. The decay law of the P-wave was obtained based on the earth pressure at different distances from the blast center. The results show that, the broken, compress, and damage zones were formed under the effect of blasting load, many particles were broken near the blasting zone. Calcareous sand exhibits strong absorption and attenuation effects on the P-wave because of its particle breakage characteristics.

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268-272

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July 2014

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© 2014 Trans Tech Publications Ltd. All Rights Reserved

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[1] Liu Chongquan, Yang Zhiqiang, Wang Ren. The present condition and development in studies of mechanical properties of calcareous soils[J], Rock and Soil Mechanics, 1995, 16(4): 75–83.

Google Scholar

[2] Wang Ren, Song Chaojing, Zhao Huanting. Engineering Geological Properties of Coral Reefs on Nansha Islands[M]. Beijing: Science Press, (1997).

Google Scholar

[3] ZHANG Jiaming, ZHANG Lin, JIANG Guosheng, et al. Research on particle crushing of calcareous sands under triaxial shear[J]. Rock and Soil Mechanics, 2008, 29(10): 2789–2793.

Google Scholar

[4] WANG Xinzhi, WANG Ren, MENG Qinshan, et al. Study of plate load test of calcareous sand[J]. Rock and Soil Mechanics, 2009, 30(1): 147–156.

Google Scholar

[5] CHEN Qingyun, SUN Jizhu, WANG Ren. Triaxial experiment study of acoustic emission laws of calcareous sand. Rock and Soil Mechanics, 2009, 30(7): 2027–(2036).

Google Scholar

[6] VAN IMPE W F, MEYUS I. Soil Compaction by Blasting in the Zeebrugge Area[C]. 1st Iranian Int. Sem. On SMFE, Tehran, Iran. (1989).

Google Scholar

[7] GOHL W B, JEFERIES M G, HOWIE J A. Explosive Compaction: Design, Implementation and Effective- ness[J]. Geotechnique, 2000, 50 (6): 657-665.

Google Scholar

[8] DONTSOV V E, NAKORYAKOV V E. Enhancement of shock waves in a porous medium saturated with a liquid containing gas bubbles[J]. International Journal of Multiphase Flow, 2001, (27): 2033-(2041).

DOI: 10.1016/s0301-9322(01)00049-0

Google Scholar

[9] WANG Ming-yang, ZHAO Yue-tang, QIAN Qi-hu. Study on dynamic behaviour and numerical method for saturated sand[J]. Chinese Journal of Geotechnical Engineering, 2002, 24(6): 723-729.

Google Scholar

[10] Qu Jun-tong, Zhou Jian, Wu Xiao-feng. Explosive Compaction of Sand Ground Foundation[J]. Engineering Blasting, 2006, 12(3): 14-17.

Google Scholar

[11] MU Chao-min, REN Huiqi, LI Yongchi, et al. Propagation laws of blast wave in saturated soils with high saturation degree[J]. Rock and Soil Mechanics, 2010,31(3):875-880.

Google Scholar

[12] GUO Sheng-bing, GAO Peizheng, PAN Yuefeng, et al. Explosive wave propagation in quasi-saturated sandy soil[J]. Rock and Soil Mechanics, 2004, 25(12): 1897–1899.

Google Scholar

[13] Shi Jiaowang, Tong Jinyue, Xiong Changhan, et al. An Experimental Research on Compaction of Saturated Sand Soil by Explosion[J]. Journal of Yangtze River Scientific Research Institute, 1992, 9(4): 25–32.

Google Scholar