Experimental study of modified raw soil block bending strength

DOI

10.2991/icammce-17.2017.3How to use a DOI?

Keywords

modified raw soil,bending strength,orthogonal experiment,optimum mixture ratio

Abstract

Single factor test was applied to study on the engineering properties of modified raw soil, by which the reasonable range of grass, cement, quick lime, and fly ash were determined. The effects of various factors on the bending strength of modified raw soil were studied by orthogonal test method, and the experimental results were analyzed. The experimental results show that the order of influence on the bending strength of modified raw soil block was glass A> cement C> quick lime D> fly ash B. Finally, the optimal mixture ration of modified raw soil was determined.

Copyright

© 2017, the Authors. Published by Atlantis Press.

Open Access

This is an open access article distributed under the CC BY-NC license (http://creativecommons.org/licenses/by-nc/4.0/).

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TY  - CONF
AU  - Zhiqiang Li
AU  - Guoqing Wang
AU  - Sen Yang
PY  - 2017/04
DA  - 2017/04
TI  - Experimental study of modified raw soil block bending strength
BT  - Proceedings of the 2017 2nd International Conference on Advances in Materials, Mechatronics and Civil Engineering (ICAMMCE 2017)
PB  - Atlantis Press
SP  - 14
EP  - 17
SN  - 2352-5401
UR  - https://doi.org/10.2991/icammce-17.2017.3
DO  - 10.2991/icammce-17.2017.3
ID  - Li2017/04
ER  -