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Published February 29, 2020 | Version v1
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Force and Settlement Characteristics of an Embankment on Soft Consolidating Soil with Lime Columns

  • 1. Assistant Professor (Sr. Scale), Civil Engineering Department, Manipal Institute of technology, MAHE, Manipal, India.
  • 1. Publisher

Description

Embankment supported on soft soil with lime column is analyzed. The lime column is modeled using a two noded plane frame element with three degrees of freedom (DOF) (two transnational and one rotational), whereas the soil stress- strain behavior is presumed to be non-lining and modeled by a Cam-Clay model. The properties of lime column is obtained from a stress- strain curve obtained from a laboratory test. It is concluded from the study that addition of lime column in soft soil reduces the settlement after the construction.

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Is cited by
Journal article: 2249-8958 (ISSN)

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ISSN
2249-8958
Retrieval Number
C4709029320/2020©BEIESP