Stabilization of Earthwork by Introducing Reinforcing Additives When Mixing Soil
P.I. Dydyshko1, S.V. Olkhina2, A.V. Tarasenko3, D.A. Rzhanitsyn4
1P. I. Dydyshko, Railway Research Institute, Moscow, Russia.
2S.V. Olkhina, Railway Research Institute, Moscow, Russia.
3A.V. Tarasenko, Railway Research Institute, Moscow, Russia.
4D. A. Rzhanitsyn, Railway Research Institute, Moscow, Russia.
Manuscript received on 01 May 2019 | Revised Manuscript received on 15 May 2019 | Manuscript published on 30 May 2019 | PP: 2969-2981 | Volume-8 Issue-7, May 2019 | Retrieval Number: G6247058719/19©BEIESP
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© The Authors. Blue Eyes Intelligence Engineering and Sciences Publication (BEIESP). This is an open access article under the CC-BY-NC-ND license (http://creativecommons.org/licenses/by-nc-nd/4.0/)
Abstract: In complicated operating conditions of railroads, it is necessary to ensure earthwork stability. The article studies earthwork stabilization methods. The specifics of exploration are represented for each method. In particular, the article considers methods for the stabilization of soil of unstable slopes of embankments on a strong footing and of recesses; embankments on swamps and weak soils; embankments on thawing permafrost soils; stabilization of embankments on thawing permafrost soils; deep reinforcement of soils.
Keyword: Railroads, Earthwork, Defects and Deformations, Slipouts and Slumps of Slopes, Weak Footing, Exploration Methods, Soil Mixing with Cement and Lime, Mixing Units.
Scope of the Article: Soil-Structure Interaction