MECHANICAL PROPERTIES OF COMPACTED CLAY UNDER EFFECT OF SIMULATED LEACHATE

HE Jun; LI Feng; WANG Yu; MAO Shuai

Volume 22 Issue 1

Feb. 2014

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HE Jun, LI Feng, WANG Yu, MAO Shuai. 2014: MECHANICAL PROPERTIES OF COMPACTED CLAY UNDER EFFECT OF SIMULATED LEACHATE. JOURNAL OF ENGINEERING GEOLOGY, 22(1): 86-90.

Citation:

HE Jun, LI Feng, WANG Yu, MAO Shuai. 2014: MECHANICAL PROPERTIES OF COMPACTED CLAY UNDER EFFECT OF SIMULATED LEACHATE. JOURNAL OF ENGINEERING GEOLOGY, 22(1): 86-90.

HE Jun, LI Feng, WANG Yu, MAO Shuai. 2014: MECHANICAL PROPERTIES OF COMPACTED CLAY UNDER EFFECT OF SIMULATED LEACHATE. JOURNAL OF ENGINEERING GEOLOGY, 22(1): 86-90.

Citation:

HE Jun, LI Feng, WANG Yu, MAO Shuai. 2014: MECHANICAL PROPERTIES OF COMPACTED CLAY UNDER EFFECT OF SIMULATED LEACHATE. JOURNAL OF ENGINEERING GEOLOGY, 22(1): 86-90.

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MECHANICAL PROPERTIES OF COMPACTED CLAY UNDER EFFECT OF SIMULATED LEACHATE

College of Civil and Architectural Engineering, Hubei University of Technology, Wuhan 430068

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Received Date: 2013-01-20
Rev Recd Date: 2013-08-21
Publish Date: 2014-02-25

Abstract

Abstract

Leachate can have some effect on the mechanical properties of compacted clay liner and subsoil in landfill, although there is not a consistent viewpoint. This paper takes CaCl2 and phenol solutions as the representative of inorganic and organic contaminants in leachate. It conducts compression and strength tests on compacted clay liner with 10% Na-bentonite as addition. With the effect of the two solutions, the soils are of higher compressibility and lower shear strength. Phenol solution results in more remarkable changes in mechanical properties. Its undrained shear strength is 55% of tap water and 0.05molL-1 CaCl2. Under the condition of the same pore ratio, solutions decrease the thickness of diffuse double layer and enlarge the pores, which can be the source of the shear strength reduction. Simulate solutions have an adverse impact on compacted clay liner and subsoil.
- Solution,
- Compacted clay liner,
- Compressibility,
- Shear strength

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References(1)

References

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