Strength Development of Soft Bangkok Clay Mixed with Cement

Keeratikan Piriyakul

doi:10.4028/www.scientific.net/AMR.813.391

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HomeAdvanced Materials ResearchAdvanced Materials Research Vol. 813Strength Development of Soft Bangkok Clay Mixed...

Strength Development of Soft Bangkok Clay Mixed with Cement

Abstract:

This paper presents the experimental study on the strength development of soft Bangkok clay mixed with the Portland cement type 1. The soft Bangkok clay samples were mixed with 20% by weigh of Portland cement type 1 and cured for 3, 7, 14 and 28 days. Then, these samples were performed the bender element and the unconfined compression tests. The research found the relationship between V_s, G₀, S_u and time with the maximum values of V_s of 378.79 m/s, G₀ of 224.72 MPa and S_u of 403.23 kPa respectively. Moreover, the research found that V_s and G₀were directly proportional to S_u.

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Periodical:

Advanced Materials Research (Volume 813)

Pages:

391-394

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.813.391

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Online since:

September 2013

Authors:

Keeratikan Piriyakul

Keywords:

Bangkok Clay, Shear Wave Velocity, Soil-Cement, Strength Development

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References

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