In seasonally frozen regions, road construction often suffers from low strength,lack of durability, etc. Improving the typical clay’s workability in Changchun with lime and the Base-Seal stabilizer (BS-100) shows promising results. A comprehensive investigation to assess the soil characteristics influence is undertaken, so as the lime and liquid stabilizer (BS-100) content on the physical properties of stabilized soils in seasonally frozen regions. The optimum mix proportions, unconfined compressive strength, splitting strength, modulus of resilience, freeze-thaw action, water resistance and penetration-resistance were outlined. By comparing with current specifications, the Base-Seal stabilized soil as base material has higher early strength, higher after-strength and better frost stability.The results can be applied in road construction in seasonally frozen regions.
You have full access to the following eBook
Info:
[1]
Bahar, R. (2004). "Performance of compacted cement-stabilized soil." Cement &Concrete Composites J., 26: 811–820
DOI: 10.1016/j.cemconcomp.2004.01.003
Google Scholar
[2]
Bo, P.(2001). "Research on liquid stabilizer reinforced soil." Journal of Xi'anHighway University J., 21(1): 15－18.
Google Scholar
[3]
Da-yan, W.(2005). "Physico-mechanical properties changes of Qinghai-Tibet clay due to cyclic freezing and thawing." Chinese Journal of Rock Mechanics and Engineering J., 24(23): 4 313－4 319.
Google Scholar
[4]
Feng-wu, L.(2003). "Application of soil solidify agent in road basic layer."Municipal Engineering Technology J., 21(5): 308－309.
Google Scholar
[5]
Jian-xiao, T. (2002). "Properties of S-soil solidified-agent for road performance."Journal of Chang'an University (Natural Science Edition) J., 22(5): 20－23.
Google Scholar
[6]
Shun-ni, L.(1998). "On the stabilizer for the soil with higher water content." Chinese Journal of Geotechnical Engineering J., 20(4): 83－86.
Google Scholar
[7]
Tong, L. (2003). "Study on indoor tests of fly ash and quick lime improving soft soils." Rock and Soil Mechanics J., 24(6): 1049－1052.
Google Scholar
[8]
Wei- rong, H.(2003). "Research on properties and application of road base materials stabilized by QJ-type soil-solidified agent." Highway J., (7): 156－159.
Google Scholar
[9]
Xiang-wei, F.(2006). "Study on engineering properties of improved soil by GT soil firming agent." Rock and Soil Mechanics J., 27(9): 1545－1548.
Google Scholar
[10]
Yi-min, W.(2006). "Pavement performances of dam embankment roads strengthened by ionic soil stabilizer." Journal of South China University of Technology(Natural Science Edition) J., 34(9): 56－61.
Google Scholar
[11]
Yi-ning, D.(2002). "Experimental study on strengthened soft clay with stabilizer ZDYT―2." China Civil Engineering Journal J., 35(3): 82－86.
Google Scholar
