Treatment Technology for Embankment Landslide Caused by Expansive Soil Foundation Instability: Fid-Bau Portal

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Treatment Technology for Embankment Landslide Caused by Expansive Soil Foundation Instability

Tang, Xian Yuan / Li, Yong Peng

The embankments built on expansive soil foundation with a transverse are prone to crack and slide failure. In this paper, the embankment in a certain section of Bailong highway destroyed due to cracks and rainfall. A group of steel piles and reinforced concrete beams is used to strengthen the toe of slopes, and steel piles and reinforced concrete framework beams is utilized to strengthen embankment slopes, then pressure chemical grouting is used to reinforce soil. The treatment effect is good.

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Treatment Technology for Embankment Landslide Caused by Expansive Soil Foundation Instability

Tang, Xian Yuan / Li, Yong Peng

The embankments built on expansive soil foundation with a transverse are prone to crack and slide failure. In this paper, the embankment in a certain section of Bailong highway destroyed due to cracks and rainfall. A group of steel piles and reinforced concrete beams is used to strengthen the toe of slopes, and steel piles and reinforced concrete framework beams is utilized to strengthen embankment slopes, then pressure chemical grouting is used to reinforce soil. The treatment effect is good.

Treatment Technology for Embankment Landslide Caused by Expansive Soil Foundation Instability

Tang, Xian Yuan / Li, Yong Peng

The embankments built on expansive soil foundation with a transverse are prone to crack and slide failure. In this paper, the embankment in a certain section of Bailong highway destroyed due to cracks and rainfall. A group of steel piles and reinforced concrete beams is used to strengthen the toe of slopes, and steel piles and reinforced concrete framework beams is utilized to strengthen embankment slopes, then pressure chemical grouting is used to reinforce soil. The treatment effect is good.

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Titel:

Treatment Technology for Embankment Landslide Caused by Expansive Soil Foundation Instability

Beteiligte:

Tang, Xian Yuan / Li, Yong Peng

Erschienen in:

Applied Mechanics and Materials ; 204-208 ; 3035-3039

Erscheinungsdatum:

26.10.2012

Format / Umfang:

5 pages

ISSN:

1662-7482 , 1660-9336

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.204-208.3035

Medientyp:

Aufsatz (Zeitschrift)

Format:

Elektronische Ressource

Sprache:

Englisch

Schlagwörter:

Expansive Soil , Chemical Grouting , Embankment Sliding , Groups of Steel Piles , Framework Beam

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