Proceedings of the Japan National Conference on Geotechnical Engineering
The 38th Japan National Conference on Geotechnical Engineering
Session ID : 400
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About the characteristic of the improvement soil with the slow-setting soil stabilizer
*Masato KiyotaTeturou TutumiKazuyoshi OotaYuji Hirayama
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Abstract
Various characteristics of the improvement soil which used the slow-setting soil stabilizer,to delay an initial stiffening of the cement improvement soil constructed by a deep improvement were examined. It is easy to make the target surpassed because the strength rised in proportion to the dosage of slow-setting soil stabilizer. In addition, because the amount of soil stabilizer can be decreased compared with mixing the retarder, and the exhausted soil volume decreases , too the environmental is excellent.The slow-setting soil stabilizer became the strength development of equal to Poltland blast furnace cement or more in the foot protection.
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© 2003 The Japanese Geotechnical Society
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