›› 2005, Vol. 26 ›› Issue (3): 370-374.

• Fundamental Theroy and Experimental Research • Previous Articles     Next Articles

Study on inhibiting soil-cement expansion with activated fly-ash in high degree of mineralization zone

PEI Xiang-jun1,2, HUANG Run-qiu1, JING Xiang-dang2   

  1. 1. National Laboratory of Geohazards Prevention and Geo-environment Protection, Chengdu University of Technology, Chengdu 610059, China; 2. Changchun Institute of Technology, Changchun 130021, China
  • Received:2003-11-24 Online:2005-03-10 Published:2013-11-21

Abstract: The soil-cement is one of materials that used for ground treatment in soft soil engineering. In the high degree of mineralization zone , the ettringite(3CaO•Al2O3•3CaSO4•31H2O ), which is the reaction product of hydration of cement(AlO3-,Ca2+) and SO42-, can cause expansion and crack to soil-cement and makes the strength of soil-cement decrease. The activated fly ash is mixed into the soil-cement, which can set free the activated SiO2 to increase the concentration of SiO32- and promoted the reacting speed of hydrated calcium silicate(CSH). Meanwhile, the probability of formation of ettringite is decreased. The expansion inhibiting mechanism of soil-cement is that the activated fly ash absorbs Ca2+ and changes the reaction process; and the reaction product (CSH) fills the hole of soil-cement with its micro-granule. The mechanism of activating fly-ash is the powdery sodium silicate destroys the high network polymerization surface of fly-ash, reaches the inner part of the fly ash and makes the active substance to set free.

Key words: soil-cement, sulfate erosion, activated fly-ash, inhibiting expansion

CLC Number: 

  • TU 411
  • Please send e-mail to pingzhou3@126.com if you would like to read full paper in English for free. Parts of our published papers have English translations.
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