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Saturation strength of earthen ruins reinforced by potassium silicate and influence of environmental factors on reinforcement effect

  • Li Li*
  • , Rui Chen
  • , Mingshen Shao
  • , Qiangqiang Pei
  • , Wang Wai Charles Ng
  • , Sijing Wang
  • , Zuixiong Li
  • *Corresponding author for this work
  • Chinese Academy of Sciences
  • Harbin Institute of Technology Shenzhen
  • Lanzhou University
  • Dunhuang Academy
  • Hong Kong University of Science and Technology

Research output: Contribution to journalArticlepeer-review

Abstract

Unconsolidated undrained(UU) shear tests were carried out on PS reinforced loess specimens from the ancient city of Jiaohe. Soil specimens were initially reinforced by different PS solutions and then were subjected to saturation before UU tests. At the same time, PS reinforced specimens were subjected to disintegration test in water, to wind erosion test in wind tunnel, to freeze-thaw test, to temperature fluctuation test, and to humidity variation test; so that the influence of serious environment of the ancient Silk Road on the reinforcement effect is studied. Specimens reinforced by 3%PS and 7%PS show higher peak shear strength by 90% and 360% respectively, as compared with unreinforced specimens. The addition of 3%PS and 7%PS reinforcement also result in higher residual shear strength by about 50% and 250% respectively. These results show that PS reinforcement is still effective when subjects to saturation due to rainfall; so that PS is suitable for conservation of the earthen ruins in arid area of the Silk Road.

Original languageEnglish
Pages (from-to)1074-1080
Number of pages7
JournalYanshilixue Yu Gongcheng Xuebao/Chinese Journal of Rock Mechanics and Engineering
Volume28
Issue number5
StatePublished - May 2009
Externally publishedYes

Keywords

  • Earthen ruins
  • Environment
  • Infiltration
  • PS reinforcement
  • Soil mechanics
  • Unsaturated soil

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