DETERIORATION MECHANISM OF CEMENT-TREATED SOIL UNDER SEAWATER

Author:

HARA Hiroyuki,SUETSUGU Daisuke,HAYASHI Shigenori,MATSUDA Hiroshi

Publisher

Japan Society of Civil Engineers

Reference22 articles.

1. 2) Hara, H., Suetsugu, D., Hayashi, S. and Du, Y. J. : Calcium leaching properties of lime-treated soil by infiltration of tidal river water, Proceedings of International Offshore and Polar Engineering Conference, pp. 810-813, 2008.

2. 5) Kamon, M., Ying, G. and Katsumi, T. : Effect of acid rain on lime and cement stabilized soils, Soils and Foundations, Vol. 36, No. 4, pp. 91-99, 1996.

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1. CHANGES IN UNCONFINED COMPRESSION STRENGTH OF CEMENT-TREATED CLAY UNDER MARINE ENVIRONMENT MADE WITH DIFFERENT STABILIZER CONTENT AND CURING TIME;Journal of Japan Society of Civil Engineers, Ser. B3 (Ocean Engineering);2022

2. CHANGE IN PERMEABILITY OF CEMENT-STABILIZED SAND DUE TO PASSAGE OF MAGNESIUM SOLUTION;Journal of Japan Society of Civil Engineers, Ser. B3 (Ocean Engineering);2022

3. EVALUATION FOR THE DEPOSITION OF MAGNESIUM HYDROXIDE LAYER ON THE SURFACE OF CEMENT-TREATED SOIL BY MAGNESIUM CONCENTRATION AND PH;Journal of Japan Society of Civil Engineers, Ser. C (Geosphere Engineering);2022

4. PROMOTING METHOD FOR DETERIORATION OF CEMENT STABILIZED SOIL UNDER MARINE ENVIRONMENT AND ITS REPRODUCIBILITY OF STRENGTH AND DEFORMATION CHARACTERISTICS;Journal of Japan Society of Civil Engineers, Ser. C (Geosphere Engineering);2021

5. Chapter 3 Engineering properties of stabilized soils;The Pneumatic Flow Mixing Method;2016-10-28

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