Published February 29, 2020
| Version v1
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Force and Settlement Characteristics of an Embankment on Soft Consolidating Soil with Lime Columns
Creators
- 1. Assistant Professor (Sr. Scale), Civil Engineering Department, Manipal Institute of technology, MAHE, Manipal, India.
Contributors
- 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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Additional details
Related works
- Is cited by
- Journal article: 2249-8958 (ISSN)
Subjects
- ISSN
- 2249-8958
- Retrieval Number
- C4709029320/2020©BEIESP