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Influencing factors of compressive strength of solidified inshore saline soil using SH lime-ash

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Abstract

Through unconfined compressive strength test, influencing factors on compressive strength of solidified inshore saline soil with SH lime-ash, ratio of lime-ash(1:K), quantity of lime-ash, age, degree of compression and salt content were studied. The results show that because inshore saline soil has special engineering characteristic, more influencing factors must be considered compared with ordinary soil for the perfect effect of solidifying.

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References

  1. GB 50021-2001, National Standard of the People’s Republic of China. Investigation of Geotechnical Engineering[S]. (in Chinese)

  2. QIAN Yu-lin. Experiment research of mechanical properties of improved saline soil[J]. Geotechnical Investigation and Surveying, 2003(5): 1–4. (in Chinese)

  3. ZHOU Qi, HAN Wen-feng. Experiment research of saline soil for roadbed filling in highway[C]// WANG Jian-ting. The First Science Forum Volume of Graduate Student in Tianjin Institute of Urban Construction. Tianjin: Tingjin University Press, 2004: 49–53. (in Chinese)

    Google Scholar 

  4. WANG Xiao-sheng, ZHANG Hong-qing, XUE Ming, FANG Jian-hong. Road disease and treatment in saline soil area[J]. Journal of Tongji University, 2003, 31(10): 1178–1182. (in Chinese)

    Google Scholar 

  5. LU Zhao-jun. Study on the redbed engineering properties of saline soil[M]. Beijing: China Architecture & Building Press, 1997. (in Chinese)

    Google Scholar 

  6. JTJ 057-94, PRC industrial standard. Testing methods of material stabilized with inorganic binders for highway engineering[S].

  7. CJJ/T 80-98, Technical specification for road bases and subbases with chemical stabilization[S].

  8. JTJ 034-2000, PRC industrial standard: Technical code for construction of highway roadbed[S].

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Authors and Affiliations

  1. Institute of Rheological Mechanics & Material Engineering, Central South University of Forestry & Technology, Changsha, 410004, China

    Yin-hui Qin  (覃银辉)

  2. College of Civil Engineering and Mechanics, Central South University of Forestry & Technology, Changsha, 410004, China

    Yin-hui Qin  (覃银辉)

  3. Architectural Design Institute, Changsha, 410007, China

    Fu-hua Liu  (刘付华)

  4. Research Institute of Geotechnical Engineering, Hohai University, Nanjing, 210098, China

    Qi Zhou  (周 琦)

Authors
  1. Yin-hui Qin  (覃银辉)
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  2. Fu-hua Liu  (刘付华)
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  3. Qi Zhou  (周 琦)
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Corresponding author

Correspondence to Yin-hui Qin  (覃银辉).

Additional information

Foundation item: Project(05YFSYSF00300) supported by the Natural Science Foundation of Tianjin

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Qin, Yh., Liu, Fh. & Zhou, Q. Influencing factors of compressive strength of solidified inshore saline soil using SH lime-ash. J. Cent. South Univ. Technol. 15 (Suppl 1), 386–390 (2008). https://doi.org/10.1007/s11771-008-0385-0

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  • DOI: https://doi.org/10.1007/s11771-008-0385-0

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