The Behavior of Mechanically Stabilized Earth Walls under the Influence of Dynamic Train Loads

Author:

Chaiyaput Salisa1ORCID,Chatpattananan Vuttichai2,Sukchaisit Ochakkraphat2,Nghia Nguyen Trong3ORCID,Borana Lalit4ORCID,Ayawanna Jiratchaya5

Affiliation:

1. Dept. of Civil Engineering, School of Engineering, King Mongkut’s Institute of Technology Ladkrabang, Bangkok 10520, Thailand (corresponding author). ORCID: .

2. Dept. of Civil Engineering, School of Engineering, King Mongkut’s Institute of Technology Ladkrabang, Bangkok 10520, Thailand.

3. Faculty of Civil Engineering, Ho Chi Minh City Open Univ., Ho Chi Minh City 700000, Vietnam. ORCID: .

4. Dept. of Civil Engineering, Indian Institute of Technology Indore, Indore 453552, India. ORCID: .

5. School of Ceramic Engineering, Institute of Engineering, Suranaree Univ. of Technology, Nakhon Ratchasima 30000, Thailand.

Publisher

American Society of Civil Engineers (ASCE)

Reference28 articles.

1. Considerations of the dilatancy angle in rocks and rock masses

2. A numerical study on effect of underground cavities on seismic ground response due to Rayleigh wave propagation;Alielahi H.;SN Appl. Sci.,2023

3. Three-dimensional reliability analysis of earth slopes

4. The use of polymeric and metallic geogrid on a full-scale MSE wall/embankment on hard foundation: A comparison of field data with simulation;Baral P.;Int. J. Geo-Eng.,2016

5. Maximum tension lines of MSE embankments with polymer and metallic reinforcements on different foundations types;Bergado D.;Lowland Technol. Int. J.,2021

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