The experimental research of the clay stabilized with solidified agent ZDYT-1

DONG Yining; XU Riqing; GONG Xiaonan

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Volume 23 Issue 4

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Chinese Journal of Geotechnical Engineering > 2001 > 23(4): 472-475.

DONG Yining, XU Riqing, GONG Xiaonan. The experimental research of the clay stabilized with solidified agent ZDYT-1[J]. Chinese Journal of Geotechnical Engineering, 2001, 23(4): 472-475.

Citation:

DONG Yining, XU Riqing, GONG Xiaonan. The experimental research of the clay stabilized with solidified agent ZDYT-1[J]. Chinese Journal of Geotechnical Engineering, 2001, 23(4): 472-475.

Citation:

DONG Yining, XU Riqing, GONG Xiaonan. The experimental research of the clay stabilized with solidified agent ZDYT-1[J]. Chinese Journal of Geotechnical Engineering, 2001, 23(4): 472-475.

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The experimental research of the clay stabilized with solidified agent ZDYT-1

1.Hydroelectric Department of Qinghai University Xining 810016 China 2.Department of Civil Engineering Zhejiang University Hangzhou 310027 China

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Published Date: July 26, 2001

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Abstract

Abstract

The relationship of stress-strain and the variation of unconfined compression strength of Xiaoshan clay stabilized by solidified agent ZDYT-1 with different mixing ratio and curing age are studied through the laboratory experiment in this paper. A prediction equation is developed to calculate the strength of stabilized soil and the relationship of stress-strain by analyzing the experimental data. It can be used for reference in engineering practice.
- solidified agent,
- unconfined compression strength,
- stress,
- strain