Applied Research of Solidified Soil Characteristic Test on Water Conservancy Project
Available Online June 2015.
- https://doi.org/10.2991/meici-15.2015.151How to use a DOI?
- Soil curing technology; Experimental investigation; Anti-seepage reinforcement; Curing effect; Compressive strength; Technical application
- The curing technology of soil has received growing concern in civil engineering. Therefore, researches of its characteristics have academic significance and practical worthiness. The application in water conservancy project has obvious effects on resources saving, flood prevention, danger elimination, water-efficient irrigation, and effective use of groundwater resources has a broader and promising future. This paper firstly researches on the characteristic of soil curing as well as soil. Based on this, it carries out indoor comparative tests and verification on the characteristics of several common soil solidifications so as to explore the influence of different classifications, types, incorporations, ages and curing conditions for samples on the testing results. Besides, it also expects to explore the different curing effects caused by soil with different characteristics. In field test, this paper combines both middle-size and small-size reservoir reinforcement engineering, introduces soil curing technology to carry out field test and the application experiment proves that the addition of soil curing can help to improve the impermeable and compressive strength. In addition, it also has advantages such as convenient construction, indigenous raw materials usage, friendly maintenance etc which has significant application value.
- Open Access
- This is an open access article distributed under the CC BY-NC license.
Cite this article
TY - CONF AU - Ouyang Yong PY - 2015/06 DA - 2015/06 TI - Applied Research of Solidified Soil Characteristic Test on Water Conservancy Project BT - 2015 International Conference on Management, Education, Information and Control PB - Atlantis Press SP - 857 EP - 862 SN - 1951-6851 UR - https://doi.org/10.2991/meici-15.2015.151 DO - https://doi.org/10.2991/meici-15.2015.151 ID - Yong2015/06 ER -