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Uniformity of cement-improved expansive soil in mixing technology

LIU Ming , SONG Jian-ping , LIU Jun , ZHOU Yue-feng · Editorial Office of Chinese Journal of Geotechnical Engineering · 2017

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The inorganic materials adopted in the improvement of expansive soil engineering include lime and cement. During the construction process, the improving effect is greated influenced by the mixing uniformity of the soil conditioner and the soil. The above issue contains two aspects: one is the breakage of great soil aggregate in the excavation of expansive soil, the other is the reduction of high water content in the excavated soil. The method of “second mixing of lime” in cement-improved expansive soil is proposed, and the feasibility of construction process using the rotavator and strip sieve and the performing sequence of cement mixing is analyzed to provide theoretical suggestions for the the improvement of expansive soil.

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APA 7

LIU Ming, S. J. P. L. J. Z. Y. F. (2017). Uniformity of cement-improved expansive soil in mixing technology. https://doi.org/10.11779/CJGE2017S1012

MLA

LIU Ming, SONG Jian-ping, LIU Jun, ZHOU Yue-feng. "Uniformity of cement-improved expansive soil in mixing technology." 2017. https://doi.org/10.11779/CJGE2017S1012.

Chicago

LIU Ming, SONG Jian-ping, LIU Jun, ZHOU Yue-feng. 2017. "Uniformity of cement-improved expansive soil in mixing technology.". https://doi.org/10.11779/CJGE2017S1012.

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LIU Ming, S. J. P. L. J. Z. Y. F. 2017, Uniformity of cement-improved expansive soil in mixing technology, Editorial Office of Chinese Journal of Geotechnical Engineering, available at: https://doi.org/10.11779/CJGE2017S1012 [Accessed 29 Jun. 2026].

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Título
Uniformity of cement-improved expansive soil in mixing technology
Autor / colaboradores
LIU Ming , SONG Jian-ping , LIU Jun , ZHOU Yue-feng
Editorial
Editorial Office of Chinese Journal of Geotechnical Engineering
Año de publicación
2017
ISSN
1000-4548
ISSN
1000-4548
Idioma
eng

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