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Numerical Evaluation of Behavior of Excavations Stabilized by Cast-in-place Concrete Pile

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Authors Numerical Evaluation of Behavior of Excavations Stabilized by Cast-in-place Concrete Pile

  Mojtaba Lezgy-Nazargah, - Department of Civil Engineering, Hakim Sabzevari University, P.O. Box 9617976487
  Morteza Khani, - Department of Civil Engineering, Hakim Sabzevari University, P.O. Box 9617976487
  Seyed Ali Emamian - Department of Civil Engineering, Hakim Sabzevari University, P.O. Box 9617976487

Abstract:

One of the effective methods which is nowadays very common in deep excavation of urban areas is the stabilization of cut slopes using the cast-in-place concrete piles. The aim of this study is the evaluation of behavior of vertical cut slopes which are stabilized using the method of cast-in-place concrete piles. The layered soils with different geotechnical parameters have been modeled and analyzed using the finite element method. The effects of different parameters such as cohesion, the percent humidity of the soil as well as the geometrical shape of concrete piles on the horizontal and vertical displacements of cut slopes are also investigated

Keywords:

Cast-in-place concrete piles, excavation, retaining structures, finite element method.

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Lezgy-Nazargah,, Mojtaba; Morteza Khani, & Seyed Ali Emamian, 2019, Numerical Evaluation of Behavior of Excavations Stabilized by Cast-in-place Concrete Pile, rd International Conference on Applied Researches in Structural Engineering and Construction Management (secm2019), تهران, دانشگاه صنعتي شريف, https://www.civilica.com/Paper-SECM03-SECM03_401.htmlInside the text, wherever referred to or an achievement of this article is mentioned, after mentioning the article, inside the parental, the following specifications are written.
First Time: (Lezgy-Nazargah,, Mojtaba; Morteza Khani, & Seyed Ali Emamian, 2019)
Second and more: (Lezgy-Nazargah,; Khani, & Emamian, 2019)
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Type: state university
Paper No.: 2972
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