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Volume 34 Issue 1
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Abstract
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YANG Jun-jie, SUN Tao, ZHANG Yue-chen, MIAO Jia-li. D eterioration of soil cement stabilized in corrosive site[J]. Chinese Journal of Geotechnical Engineering, 2012, 34(1): 130-138.
Citation: YANG Jun-jie, SUN Tao, ZHANG Yue-chen, MIAO Jia-li. D eterioration of soil cement stabilized in corrosive site[J]. Chinese Journal of Geotechnical Engineering, 2012, 34(1): 130-138.
shu

D eterioration of soil cement stabilized in corrosive site

  • 1. Key Laboratory of Marine Environment and Ecology, Ministry of Education, Qingdao 266100, China; 2. College of Environmental Science and Engineering, Ocean University of China, Qingdao 266100, China; 3. Qingdao Geotechnical Investigation and Surveying Research Institute, Qingdao 266032, China; 4. D epartment of Civil Engineering, Kyushu University, Fukuoka 819-0395, Japan)

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  • Received Date: December 30, 2010
  • Published Date: January 19, 2012
    Graphical Abstract
    • Abstract
  • The c ement stabilized soil in natural condition, as well as stabilization in corrosive site, will be influenced by e nvironmental pollution such as acid rain, seawater invasion or industrial pollution, which will lead to deterioration of the structure. Especially in the corrosive site, the strength of soil stabilized by cement will increase, but at the same time, it will decrease due to the deterioration at the beginning of stabilization. Th e experimental work is performed to study the strength of soil stabilized by cement in the corrosive site which is represented by sea water. Laboratory tests a re carried out to measure the strength distribution by means of the micro cone penetration test s . Also, the element analysis test s using the ion chromatography to measure the distribution of Ca2+ within the specimen a re conducted. The effect of seawater pressure o n the strength of cement stabilized marine clay is analyzed . Two conditions a re prepared. In t he first condition, two meters of seawater pressure are applied to the specimen by using vertical pipe filled by seawater, and the other specimen has no pressure applied. It is indicated that the deterioration extend s quickly under seawater environment and the deteriorated depth bec om e s deeper with the increase of pressure . The element analysis show s that the concentration of calcium ion s in deteriorated portion is lower than that in non deteriorated portion.
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    • References (60)
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