Securing of In-Situ Cement Mixing Quality for the Expansive Soil with the ‘Montmorillonite’ Inclusion

Deep Foundations Institute
Mitsuo Nozu Masaru Sakakibara Ngo Tuan Anh
Organization:
Deep Foundations Institute
Pages:
8
File Size:
1314 KB
Publication Date:
Jan 1, 2015

Abstract

"In the southern region of Vietnam and the southern United States, numbers of Deep Mixing (DM) columns have been installed to increase the stability of slopes and mitigate ground settlement. However, in some cases, there were some quality problems for in-situ cement mixing such as inclusion of unmixed lumps. According to the investigations by the X-ray diffraction analyses, electrical conductivity (EC) test, and careful observations of in-situ mixing quality, it has been observed that the existence of expansive soil and its high EC value cause the insufficient in-situ mixing. The countermeasures to address these problems have been taken.INTRODUCTIONIn South Vietnam, under the guidance of numbers of references and standards (Miki, 1998, JGS, 2000, Kitazume et.al., 2001, BS 2005), Deep Mixing (DM) has been used in recent years for soft clay improvement to increase the stability of slopes and to reduce consolidation settlement (Nozu 2005, Tung et.al., 2009, S. T. G. Peng et.al, 2009). However, at the initial phase of the DM operation, the authors have encountered some unusual phenomena such as (1) lower strength and inclusion of unmixed lumps (Figure 1), (2) less amount of up-heaved soil, and (3) sticking of large lumps of clay to the mixing blades. In regard to the above (3), Photo 1 shows one of the countermeasures against the sticking. By means of the placement of additional plates, the stuck clay has been reduced significantly.Subsequently, we have noticed that the quality of DM columns has not been so good, which meant that there have been some unmixed lumps in the column despite high cement dosage such as more than 300kg/m3. The authors also have encountered the similar incidents in Vietnam and United States during the deep soil mixing work. For example, Photo 2 is the core samples taken from the DM test column in northern Vietnam adopting cement injection during penetration (CIDP) procedure. To solve this problem, various tests and investigations have been performed so far (Nozu 2010, 2012)."
Citation

APA: Mitsuo Nozu Masaru Sakakibara Ngo Tuan Anh  (2015)  Securing of In-Situ Cement Mixing Quality for the Expansive Soil with the ‘Montmorillonite’ Inclusion

MLA: Mitsuo Nozu Masaru Sakakibara Ngo Tuan Anh Securing of In-Situ Cement Mixing Quality for the Expansive Soil with the ‘Montmorillonite’ Inclusion. Deep Foundations Institute, 2015.

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