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| Non Clinker Refuse Bottom Ash Binding Material Stabilized-Marine Soil’s Engineering Characteristics |
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Received:August 24, 2016
Revised:August 30, 2016
Accepted:August 31, 2016
Published Online:August 22, 2017
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| DOI： |
| KeyWord:Refuse bottom ash;slag;stabilized-marine soil;mixing ratio |
| Author | Institution |
| Feng Yue |
Shanghai University Department of Civil Engineering,Shanghai |
| Yang Yi-fan |
Shanghai University Department of Civil Engineering,Shanghai |
| Sun Jia-ying |
Ningbo Institute of Technology, Zhejiang University, Ningbo |
| Li Dong |
Shanghai University Department of Civil Engineering,Shanghai |
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| Abstract: |
| This article uses refuse bottom ash, fly ash, slag and gypsum as main raw materials, and addicts a little composite activator to create a new non-clinker curing agent, whose physical properties meet the demand of cement No.32.5. Then, do a research on unconfined compressive strength, splitting tensile strength, compression performance and shear behavior of the stabilized-marine soil cured by the new curing agent and 32.5 composite cement separately with different content and age. The result shows that the engineering characteristics of stabilized-marine soil cured by curing agent mixed with 24% is equal to which cured by 32.5 composite cement mixed with 12%. |
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