Please wait a minute...

Frontiers of Structural and Civil Engineering

Front. Struct. Civ. Eng.    2008, Vol. 2 Issue (2) : 161-165     https://doi.org/10.1007/s11709-008-0023-9
|
Mechanical properties of stabilized artificial organic soil
XU Riqing1, GUO Yin2, LIU Zengyong3
1.Key Laboratory of Soft Soils and Geoenvironmental Engineering, Zhejiang University; 2.Key Laboratory of Soft Soils and Geoenvironmental Engineering, Zhejiang University;China Institute of Geotechnical Investigation and Surveying; 3.Shaoxing Highway Administration;
Download: PDF(165 KB)   HTML
Export: BibTeX | EndNote | Reference Manager | ProCite | RefWorks
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.
Issue Date: 05 June 2008
 Cite this article:   
GUO Yin,XU Riqing,LIU Zengyong. Mechanical properties of stabilized artificial organic soil[J]. Front. Struct. Civ. Eng., 2008, 2(2): 161-165.
 URL:  
http://journal.hep.com.cn/fsce/EN/10.1007/s11709-008-0023-9
http://journal.hep.com.cn/fsce/EN/Y2008/V2/I2/161
Service
E-mail this article
E-mail Alert
RSS
Articles by authors
GUO Yin
XU Riqing
LIU Zengyong
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)
Fan Zhaoping, Zhu Wei, Zhang Chunlei. Experimental study on influence of organic matter contenton solidified dredging. Rock and Soil Mechanics.2005, 26(8):1327-1334(in Chinese)
Fan Zhaoping, Zhu Wei, Zhang Chunlei. Experimental study on influence of organic matter contenton solidified dredging. Rock and Soil Mechanics.2005, 26(8):1327-1334(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)
Chen Su, Song Shaohua, Shen Jianlin, et al. Experimental study on mechanical property of cement-stabilizeddark soil in DJM pile. Chinese Journal ofGeotechnical Engineering.2001, 23(3):302-305(in Chinese)
Chen Su, Song Shaohua, Shen Jianlin, et al. Experimental study on mechanical property of cement-stabilizeddark soil in DJM pile. Chinese Journal ofGeotechnical Engineering.2001, 23(3):302-305(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)
Tang Yixin, Liu Hanlong, Zhu Wei. Study on engineering properties of cement-stabilized soil. Chinese Journal of Geotechnical Engineering.2000, 22(5):549-554(in Chinese)
Tang Yixin, Liu Hanlong, Zhu Wei. Study on engineering properties of cement-stabilized soil. Chinese Journal of Geotechnical Engineering.2000, 22(5):549-554(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)
Chu Chengfu, Hong Zhenshun, Liu Songyu, et al. Prediction of unconfined compressive strength ofcemented soils with quasi-water-cement ratio. Rock and Soil Mechanics.2005, 26(4):645-649(in Chinese)
Chu Chengfu, Hong Zhenshun, Liu Songyu, et al. Prediction of unconfined compressive strength ofcemented soils with quasi-water-cement ratio. Rock and Soil Mechanics.2005, 26(4):645-649(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)
Horpibulsuk S, Norihiko M, Nagaraj T S. Clay-water/cement ratio identity for cement admixed softclays. Journal of Geotechnical and Geoenvionmental Engineering.2005, 131(2):187-192
doi: 10.1061/(ASCE)1090‐0241(2005)131:2(187)
Horpibulsuk S, Norihiko M, Nagaraj T S. Clay-water/cement ratio identity for cement admixed softclays. Journal of Geotechnical and Geoenvionmental Engineering.2005, 131(2):187-192
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)
Lee F H, Lee Y, Chew S H. Strength and modulus of marine clay-cement mixes. Journal of Geotechnical and Geoenvionmental Engineering.2005, 131(2):178-186
doi: 10.1061/(ASCE)1090‐0241(2005)131:2(178)
Lee F H, Lee Y, Chew S H. Strength and modulus of marine clay-cement mixes. Journal of Geotechnical and Geoenvionmental Engineering.2005, 131(2):178-186
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
Bush W H, Keller G H. The physical properties ofPeru-Chile continental margin sediments-the influence of coastal upwellingon sediment properties. Journal of Sedimentary Petrology.1981, 51: 705-719
Bush W H, Keller G H. The physical properties ofPeru-Chile continental margin sediments-the influence of coastal upwellingon sediment properties. Journal of Sedimentary Petrology.1981, 51: 705-719
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed