Mechanical properties of stabilized artificial organic soil

XU Riqing1, GUO Yin2, LIU Zengyong3

Front. Struct. Civ. Eng. ›› 2008, Vol. 2 ›› Issue (2) : 161-165. DOI: 10.1007/s11709-008-0023-9

Mechanical properties of stabilized artificial organic soil

  • XU Riqing1, GUO Yin2, LIU Zengyong3
Author information +
History +

Abstract

In order to study the influence of organic matter on the mechanical properties of stabilized soil and the effect of XGL2005 on stabilizing organic soil, unconfined compressive strength tests were carried out. Test results indicated that the strength of stabilized soil decreased in the form of a logarithmic function as the organic matter content increased. In contrast, the strength increased in the form of a power function as the content of the stabilization agent increased. The strength of cement stabilized organic soil was reinforced greatly by adding the stabilizer XGL2005. Based on the law obtained from the test, a strength prediction model was established by regression analysis. The model included the influence of the curing time, the content of the cement, the organic matter content and the stabilization agent on the strength of stabilized soil.

Cite this article

Download citation ▾
XU Riqing, GUO Yin, LIU Zengyong. Mechanical properties of stabilized artificial organic soil. Front. Struct. Civ. Eng., 2008, 2(2): 161‒165 https://doi.org/10.1007/s11709-008-0023-9

References

1. Fan Zhaoping Zhu Wei Zhang Chunlei Experimental study on influence of organic matter contenton solidified dredgingRock and Soil Mechanics 2005 26(8)13271334 (in Chinese)
2. Chen Su Song Shaohua Shen Jianlin et al.Experimental study on mechanical property of cement-stabilizeddark soil in DJM pileChinese Journal ofGeotechnical Engineering 2001 23(3)302305 (in Chinese)
3. Tang Yixin Liu Hanlong Zhu Wei Study on engineering properties of cement-stabilized soilChinese Journal of Geotechnical Engineering 2000 22(5)549554 (in Chinese)
4. Chu Chengfu Hong Zhenshun Liu Songyu et al.Prediction of unconfined compressive strength ofcemented soils with quasi-water-cement ratioRock and Soil Mechanics 2005 26(4)645649 (in Chinese)
5. Horpibulsuk S Norihiko M Nagaraj T S Clay-water/cement ratio identity for cement admixed softclaysJournal of Geotechnical and GeoenvionmentalEngineering 2005 131(2)187192. doi:10.1061/(ASCE)1090‐0241(2005)131:2(187)
6. Lee F H Lee Y Chew S H Strength and modulus of marine clay-cement mixesJournal of Geotechnical and Geoenvionmental Engineering 2005 131(2)178186. doi:10.1061/(ASCE)1090‐0241(2005)131:2(178)
7. Bush W H Keller G H The physical properties ofPeru-Chile continental margin sediments-the influence of coastal upwellingon sediment propertiesJournal of SedimentaryPetrology 1981 51705719

Accesses

Citations

Detail

Sections
Recommended

/