Effect of Physical and Chemical Characteristics on Mechanical Property of Improved Soils until 6 Months

Author:

MIYASHITA Yukika1,OTA Takashi1,SANJEEWANI Dayani2,YAMAZAKI Shusaku3,NEGISHI Atsunori4

Affiliation:

1. Public Works Research Institute

2. Institute of Industrial Science, the University of Tokyo

3. Civil Engineering Research Institute for Cold Region

4. Hazama Ando Corporation

Publisher

Society of Materials Science, Japan

Subject

Mechanical Engineering,Mechanics of Materials,Condensed Matter Physics,General Materials Science

Reference5 articles.

1. 1) T. Tsuchida, J. Kasai, J. Mizukami, Y. Yokoyama and K. Tsuchida, “Effect of curing condition on mechanical properties of light-weight soils”, Technical Note of the Port and Harbour Research Instisute, Ministry of Transport, Japan, No. 834 (1996).

2. 2) H. Hara, D. Suetsugu and H. Matsuda, “Progress speed of deterioration of cement and lime treated soil immersed in seawater”, 9th International Symposium on Lowland Technology, pp. 169-173 (2014).

3. 3) T. Ota, Y. Miyashita, T. Hashimoto and H. Nakamura, “Experimental study on compaction of lime and cement treated soils”, Proceedings of the 13th National Symposium on Ground Improvement, pp. 277-284 (2018).

4. 4) P. Ngoc, B. Turner, J. Huang and R. Kelly, “Experimental study on the durability of soil-cement columns in coastal areas”, 19th Southeast Asian Geotechnical Conference & 2nd AGSSEA conference, (2016).

5. 5) Sub-Committee on New Standards, Committee on Concrete, JSCE Standards “Area Analysis Method of Elements Distrubution in Concrete by Using EPMA”, Journal of Japan Society of Civil Engineers, E, Vol. 62, No.1, pp. 246-259 (2006).

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