Soil Investigation of Fly Ash Deposit Improved by Heavy Compaction Method
Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 138, Issue 6
Abstract
An in situ test program was undertaken to systematically investigate the effectiveness of the heavy compaction method (HCM) normally used for sandy soils for compacting fly ash deposit. Measurements of soil performance and cone penetration tests before and after the compaction were carried out, indicating obvious effects on soil properties and strength increase in the improved ground. It has been found that HCM introduces three-dimensional (3D) nonuniformity in the upper part versus horizontally uniform layers in the lower part of the improved ground. Also found is that the HCM-induced vertical soil strain is almost proportional to the ratio of cone resistance increment to the prior-treatment cone resistance in the uniform zones.
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References
Kuriyama, Y., Kai, Y., and Yamashita, S. (1994). “Soil survey and design for construction of coal-storage yard on fly-ash disposal ground.” Electric Power Civil Eng., 251, 51–60 (in Japanese).
Nakajima, S., Yamashita, S., Kubo, A., Fujihata, S., and Ikeda, K. (2008). “Soil improvement effects of coal ash reclaimed ground by dynamic compaction method.” J. Japanese Geotech. Soc., 3(2), 153–164 (in Japanese).
Narumi, N., and Fukubayashi, N. (1977). “Improvement of silt ground by impact force.” Proc., 12th Ann. Conf. of Japanese Society of SMFE, Japanese Geotechnical Society, Tokyo, 1245–1248 (in Japanese).
Wang, Z. L., and Wang, H. T. (1991). “Characteristics of hydraulic-filled fly ash and methods used to improve its function in Zhen Hai harbor district.” Int. Conf. on Effective Use of Coal Ash, Shanghai Architecture Society.
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© 2012. American Society of Civil Engineers.
History
Received: Jun 15, 2010
Accepted: Oct 17, 2011
Published online: Oct 20, 2011
Published in print: Jun 1, 2012
Published ahead of production: Jun 15, 2012
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