YU Song, CHEN Shan-xiong, XU Xi-chang, et al. Laboratory test study on CMA-treated expansive soils[J]. 2006, (9): 1622-1627.DOI: 10.16285/j.rsm.2006.09.040.
Laboratory test study on CMA-treated expansive soils
CMA has good application prospect. Based on Hefei-Luan-Yeji Expressway Project
laboratory comparative tests on basic physical
compacted
swelling-shrinkage and mechanical characteristics of CMA-treated expansive soils have been carried out. Compared with unmodified sample
the free swelling ratio of the modified samples lowers from 71 % to about 20 %; its liquid limit and plastic index also decrease obviously; hydrophilic nature falls down by a wide range as well as micelle content
but silt content increases sharply. The results also indicate that index for swelling-shrinkage property has reduced
swelling ratio without load is 2 %-3 % and swelling power is 5 % of those without modifying. The value of CBR reaches 50 % and deformation is small when soaked; soils have a high shear strength and unconfined compressive strength whether saturated or not
and possess better water stability. Conclusion can be drawn that CMA can change the properties of expansive soils notably and the first formula is suitable for Hefei expansive soils for its good treating effect.