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振冲碎石桩处理可液化地基的应用

Application of vibroflotation gravel method for liquefaction ground reinforcement
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摘要 以振冲碎石桩处理液化地基的工程实例表明应用碎石桩复合地基抗液化处理具有广阔的前景。 Based on the vibroflocation gravel pile proyect, the author points out that this method for liquefoable subgrade has a spod prospect.
作者 黄伟志
机构地区 福建新大陆地产有限公司
出处 《福建建设科技》 2006年第3期17-18,31,共3页 Fujian Construction Science & Technology
关键词 振冲碎石桩 抗液化 地基处理 vibrefoltation gravel pile, liquefaction resistance, ground treatment
分类号 TU472.3 [建筑科学—结构工程]
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  • 1王余庆,孙建生,韩仲卿,邹敏.挤密桩法在加固可液化地基中的应用[J].岩土工程学报,1989,11(2):18-25. 被引量：20
  • 2Tokimatsu, K. and Yoshimi, Y. Effects of vertical drains of the bearing capacity of saturated sand during earthquakes. Proceedings of International Conference of Engineering for Protection from Natural Disasters, Bangkok, 1980,643～655.
  • 3Seed, H.B., Martin, P.P., and Lysmer, J. The Generation and Dissipation of Pore Water Pressures during Soil Liquefaction[R]. Report No. EERC 75～26, Earthquake Engineering Research Center, University of California, Berkeley, Calif., Aug., 1975.
  • 4Vernon R. S., etc. Ground improvement, ground reinforcement, ground treatment, developments 1987～1997. proceedings of sessions sponsored by the Committee on Soil Improvement and Geosynthetics of the Geo-Institute of the American Society of Civil Engineer
  • 5U.S. National Research Council. Liquefaction of soils during earthquakes[M]. National Academy Press, Washington D.C. 1985.
  • 6The Committee on Soil Dynamics of Geotechnical Engineering Division, ASCE. Definition of terms related to liquefaction. Journal of the geotechnical Engineering Division[J], ASCE, 1979, 104(GT9): 1197-1200.
  • 7Sasaki, Y. & Taniguchi, E. Shaking table tests on gravel drains to prevent liquefaction of sand deposits[J]. Soils and Foundations, 1982, 22(3): 1-14.
  • 8Seed, H.B.& Booker, J.R. Stabilization of Potentially Liquefiable Sand Deposits Using Gravel Drains[J]. Journal of the geotechnical Engineering Division, ASCE, 1977, 103(GT7): 757-768.
  • 9Ishihara, K, Kawase, Y., Nakajima, M. Liquefaction characteristic of sand deposits at an oil tank site during the 1978 Miyagiken-oki Earthquake[J]. Soils and Foundations, 1980 , 20 (2): 97-111.
  • 10Mitchell, J.K., Baxter, C.D.P. and Munson, T.C. Performance of improved ground during earthquakes[A]. Soil Improvement for Earthquake Hazard Mitigation, ASCE Geotechnical Special Publication No. 49[C], 1995,1-36.

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福建建设科技
2006年 第3期

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