Effect of pressurized grouting on anchor behavior in residual soils

Tae Sub Kim, Bo Kyoung Sim, Jong Sun Kim, Seok Won Lee, In Mo Lee

Research output: Chapter in Book/Report/Conference proceedingConference contribution

1 Citation (Scopus)

Abstract

The purpose of this study is to figure out the effect of pressurized grouting on diameter enlargement and pullout resistance of the compression ground anchor installed in decomposed residual soils. The laboratory chamber tests were carried out for 3-types of soils which are abundant in Korean peninsula. These tests simulate the real construction process of a ground anchor with pressurized grouting. Experimental results showed that grout permeation effect into the ground through porous media has to be taken into account when estimating the anchor diameter, if the permeability of the ground is larger than 10 -3 cm/sec. A series of in-situ anchor pullout tests was executed in 3 different sites which represent 3 types of residual soils used in laboratory chamber tests. Results of in-situ tests showed that the effect of the pressurized grouting is more prominent in a softer ground with smaller SPT-N value. Based on experimental results, a new equation to estimate the pullout resistance as a function of the SPT-N value was proposed which might be applicable to decomposed residual soils.

Original languageEnglish
Title of host publicationGeotechnical Aspects of Underground Construction in Soft Ground - Proceedings of the 7th International Symposium on Geotechnical Aspects of Underground Construction in Soft Ground
Pages529-536
Number of pages8
Publication statusPublished - 2012 Oct 11
Event7th International Symposium on Geotechnical Aspects of Underground Construction in Soft Ground - Roma, Italy
Duration: 2011 May 172011 May 19

Other

Other7th International Symposium on Geotechnical Aspects of Underground Construction in Soft Ground
CountryItaly
CityRoma
Period11/5/1711/5/19

Fingerprint

Grouting
Anchors
Soils
Permeation
Porous materials

ASJC Scopus subject areas

  • Civil and Structural Engineering
  • Building and Construction

Cite this

Kim, T. S., Sim, B. K., Kim, J. S., Lee, S. W., & Lee, I. M. (2012). Effect of pressurized grouting on anchor behavior in residual soils. In Geotechnical Aspects of Underground Construction in Soft Ground - Proceedings of the 7th International Symposium on Geotechnical Aspects of Underground Construction in Soft Ground (pp. 529-536)

Effect of pressurized grouting on anchor behavior in residual soils. / Kim, Tae Sub; Sim, Bo Kyoung; Kim, Jong Sun; Lee, Seok Won; Lee, In Mo.

Geotechnical Aspects of Underground Construction in Soft Ground - Proceedings of the 7th International Symposium on Geotechnical Aspects of Underground Construction in Soft Ground. 2012. p. 529-536.

Research output: Chapter in Book/Report/Conference proceedingConference contribution

Kim, TS, Sim, BK, Kim, JS, Lee, SW & Lee, IM 2012, Effect of pressurized grouting on anchor behavior in residual soils. in Geotechnical Aspects of Underground Construction in Soft Ground - Proceedings of the 7th International Symposium on Geotechnical Aspects of Underground Construction in Soft Ground. pp. 529-536, 7th International Symposium on Geotechnical Aspects of Underground Construction in Soft Ground, Roma, Italy, 11/5/17.
Kim TS, Sim BK, Kim JS, Lee SW, Lee IM. Effect of pressurized grouting on anchor behavior in residual soils. In Geotechnical Aspects of Underground Construction in Soft Ground - Proceedings of the 7th International Symposium on Geotechnical Aspects of Underground Construction in Soft Ground. 2012. p. 529-536
Kim, Tae Sub ; Sim, Bo Kyoung ; Kim, Jong Sun ; Lee, Seok Won ; Lee, In Mo. / Effect of pressurized grouting on anchor behavior in residual soils. Geotechnical Aspects of Underground Construction in Soft Ground - Proceedings of the 7th International Symposium on Geotechnical Aspects of Underground Construction in Soft Ground. 2012. pp. 529-536
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