Effect of piping on shear strength of levees

Ming Xiao, Jose Gomez

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

2 Citations (Scopus)

Abstract

Internal soil erosion in the form of piping causes excessive seepage and progressively enlarged channels inside levees and earth dams. This paper reports the experimental study on the effect of piping on soil's shear strength, which can be used to realistically evaluate the stability of existing levees and earth dams that have been subjected to prolonged erosion. Triaxial compression tests are performed on a sandy clay soil. A soil specimen (10.2cm in diameter) without piping channel is first tested as a control sample. Then a single hole is formed using a mini hand auger in the soil during the specimen preparation to simulate a piping channel. Three piping inclinations are studied: vertical, inclined, and horizontal. For each piping channel inclination, three hole diameters are tested. After saturation, consolidated-undrained (CU) compression tests are performed to simulate the slow piping formation followed by a quick hydraulic loading during a flooding. For each channel inclination and diameter, three-stage compressions on the same specimen are conducted to obtain three Mohr's circles in order to obtain the cohesion and the internal friction angle of the soil element with piping. The experiments showed deteriorating effect of piping on effective internal friction angle (φ'). φ' decreases with the increase of diameter of vertical holes. It was also observed that φ' is not affected by the channel diameters when the piping channel is horizontal or inclined, although φ' does decrease by an average of 28 of specimens with horizontal and inclined holes when compared with that of the control specimen.

Original languageEnglish (US)
Title of host publicationGeoenvironmental Engineering and Geotechnics
Subtitle of host publicationProgress in Modeling and Applications - Proceedings of the 2010 GeoShanghai International Conference
Pages51-56
Number of pages6
Edition204 GSP
DOIs
StatePublished - Sep 6 2010
Event2010 GeoShanghai International Conference - Geoenvironmental Engineering and Geotechnics: Progress in Modeling and Applications - Shanghai, China
Duration: Jun 3 2010Jun 5 2010

Publication series

NameGeotechnical Special Publication
Number204 GSP
ISSN (Print)0895-0563

Other

Other2010 GeoShanghai International Conference - Geoenvironmental Engineering and Geotechnics: Progress in Modeling and Applications
CountryChina
CityShanghai
Period6/3/106/5/10

Fingerprint

Levees
piping
Shear strength
shear strength
Soils
Embankment dams
Internal friction
Erosion
earth dam
compression
Specimen preparation
Seepage
friction
soil
effect
Clay
sandy clay
Hydraulics
clay soil
cohesion

All Science Journal Classification (ASJC) codes

  • Civil and Structural Engineering
  • Architecture
  • Building and Construction
  • Geotechnical Engineering and Engineering Geology

Cite this

Xiao, M., & Gomez, J. (2010). Effect of piping on shear strength of levees. In Geoenvironmental Engineering and Geotechnics: Progress in Modeling and Applications - Proceedings of the 2010 GeoShanghai International Conference (204 GSP ed., pp. 51-56). (Geotechnical Special Publication; No. 204 GSP). https://doi.org/10.1061/41105(378)8
Xiao, Ming ; Gomez, Jose. / Effect of piping on shear strength of levees. Geoenvironmental Engineering and Geotechnics: Progress in Modeling and Applications - Proceedings of the 2010 GeoShanghai International Conference. 204 GSP. ed. 2010. pp. 51-56 (Geotechnical Special Publication; 204 GSP).
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abstract = "Internal soil erosion in the form of piping causes excessive seepage and progressively enlarged channels inside levees and earth dams. This paper reports the experimental study on the effect of piping on soil's shear strength, which can be used to realistically evaluate the stability of existing levees and earth dams that have been subjected to prolonged erosion. Triaxial compression tests are performed on a sandy clay soil. A soil specimen (10.2cm in diameter) without piping channel is first tested as a control sample. Then a single hole is formed using a mini hand auger in the soil during the specimen preparation to simulate a piping channel. Three piping inclinations are studied: vertical, inclined, and horizontal. For each piping channel inclination, three hole diameters are tested. After saturation, consolidated-undrained (CU) compression tests are performed to simulate the slow piping formation followed by a quick hydraulic loading during a flooding. For each channel inclination and diameter, three-stage compressions on the same specimen are conducted to obtain three Mohr's circles in order to obtain the cohesion and the internal friction angle of the soil element with piping. The experiments showed deteriorating effect of piping on effective internal friction angle (φ'). φ' decreases with the increase of diameter of vertical holes. It was also observed that φ' is not affected by the channel diameters when the piping channel is horizontal or inclined, although φ' does decrease by an average of 28 of specimens with horizontal and inclined holes when compared with that of the control specimen.",
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Xiao, M & Gomez, J 2010, Effect of piping on shear strength of levees. in Geoenvironmental Engineering and Geotechnics: Progress in Modeling and Applications - Proceedings of the 2010 GeoShanghai International Conference. 204 GSP edn, Geotechnical Special Publication, no. 204 GSP, pp. 51-56, 2010 GeoShanghai International Conference - Geoenvironmental Engineering and Geotechnics: Progress in Modeling and Applications, Shanghai, China, 6/3/10. https://doi.org/10.1061/41105(378)8

Effect of piping on shear strength of levees. / Xiao, Ming; Gomez, Jose.

Geoenvironmental Engineering and Geotechnics: Progress in Modeling and Applications - Proceedings of the 2010 GeoShanghai International Conference. 204 GSP. ed. 2010. p. 51-56 (Geotechnical Special Publication; No. 204 GSP).

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

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Xiao M, Gomez J. Effect of piping on shear strength of levees. In Geoenvironmental Engineering and Geotechnics: Progress in Modeling and Applications - Proceedings of the 2010 GeoShanghai International Conference. 204 GSP ed. 2010. p. 51-56. (Geotechnical Special Publication; 204 GSP). https://doi.org/10.1061/41105(378)8