Unconfined Compression Strength of Tianluoshan Relic Soils Solidified by Silicone

Xin Jun Chai; Chun Feng He; Yan Sheng Gao

doi:10.4028/www.scientific.net/AMR.610-613.2908

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Movement of Elements between Soil and its Source Rock a Case Form Limestone Soil in Suzhou City, Anhui Province, China
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Unconfined Compression Strength of Tianluoshan Relic Soils Solidified by Silicone
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HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 610-613Unconfined Compression Strength of Tianluoshan...

Unconfined Compression Strength of Tianluoshan Relic Soils Solidified by Silicone

Abstract:

Tianluoshan relic sites is a typical earthen sites located at moisture circumstances. The potential application of silicone for strengthening Tianluoshan relic soils were evaluated by a series of unconfined compression tests. The main considered influence factors includue: curing condition, curing time, and variation of water content. The results show that the compressive strength of Tianluoshan relic soils solidified by silicon increase with curing time, and silicon can effectively improve the strength of Tianluoshan relic soils under constant temperature & moisture condition.

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Periodical:

Advanced Materials Research (Volumes 610-613)

Pages:

2908-2911

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.610-613.2908

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Online since:

December 2012

Authors:

Xin Jun Chai, Chun Feng He, Yan Sheng Gao

Keywords:

Moisture Circumstances, Relic Soils, Silicone, Solidification, Unconfined Compression Strength

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