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- 01HK0G3V2ZKJ285TQ8DTDHW60F classification P1.
- 01HK0G3V2ZKJ285TQ8DTDHW60F date "2024".
- 01HK0G3V2ZKJ285TQ8DTDHW60F language "eng".
- 01HK0G3V2ZKJ285TQ8DTDHW60F type conference.
- 01HK0G3V2ZKJ285TQ8DTDHW60F hasPart 01HK0G7EE3MD3VRPCRPX4V4FFJ.pdf.
- 01HK0G3V2ZKJ285TQ8DTDHW60F subject "Technology and Engineering".
- 01HK0G3V2ZKJ285TQ8DTDHW60F doi "10.1201/9781003386889-121".
- 01HK0G3V2ZKJ285TQ8DTDHW60F isbn "9781003386889".
- 01HK0G3V2ZKJ285TQ8DTDHW60F presentedAt urn:uuid:5a40dde5-01ff-43ad-8f0e-2cc92d4fd826.
- 01HK0G3V2ZKJ285TQ8DTDHW60F abstract "Nowadays, installation of geosynthetics is an effective and economical way to cater soil stability problems. It also helps in designing reliable, constructible, eco-friendly, costeffective geotechnical structures. Numerous infrastructures resting on these stabilized soil structures is prone to failure due to collapse which result in financial loss, loss of life and disturbance in the services which may take few years to rebuilt. The aim of this paper is to highlight the importance of geogrid and wire mesh as a reinforcement method in reinforced fill structure. To assess the performance of this soil reinforcement, finite element method analysis was adopted. The geometry model of this reinforced fill structure has dimensions as 10 m height, 20 m wide. The type of geogrid used consist of high tenacity polyester fibers coated with a polyethylene sheath. This research paper explores the use of reinforced fill structures incorporating geogrids and wire mesh as an economical, eco-friendly, and adaptable alternative to conventional methods. These structures offer advantages in terms of minimal labor, low manufacturing costs and easy to install that can be customized to fit the specific requirement of any project. The study concludes that reinforced fill structures using geogrids and wire mesh represent a promising alternative solution for construction projects.".
- 01HK0G3V2ZKJ285TQ8DTDHW60F author F6E80D1A-F0ED-11E1-A9DE-61C894A0A6B4.
- 01HK0G3V2ZKJ285TQ8DTDHW60F author aeeb8fc1-fedd-11eb-8836-a7d2c8088bd2.
- 01HK0G3V2ZKJ285TQ8DTDHW60F dateCreated "2023-12-31T17:52:57Z".
- 01HK0G3V2ZKJ285TQ8DTDHW60F dateModified "2024-11-28T00:03:35Z".
- 01HK0G3V2ZKJ285TQ8DTDHW60F editor urn:uuid:0a78170e-58d3-4a73-90ca-8473a7e33fd0.
- 01HK0G3V2ZKJ285TQ8DTDHW60F editor urn:uuid:153320ad-b480-4b8a-b4a7-e49f809a6839.
- 01HK0G3V2ZKJ285TQ8DTDHW60F editor urn:uuid:59480bf9-e3c2-4bed-9fc0-8c7b28412934.
- 01HK0G3V2ZKJ285TQ8DTDHW60F editor urn:uuid:9e19afc7-b3c2-43a3-b8f8-d2a8af2eabdf.
- 01HK0G3V2ZKJ285TQ8DTDHW60F name "Numerical analysis using FEM on the behavior of reinforced fill structure having geogrid and steel wire mesh as a reinforcing element".
- 01HK0G3V2ZKJ285TQ8DTDHW60F pagination urn:uuid:e311ad67-cf3a-4c0d-98cf-855783635bda.
- 01HK0G3V2ZKJ285TQ8DTDHW60F publisher urn:uuid:60bd3651-2a04-4e62-8711-cd26a1049c0b.
- 01HK0G3V2ZKJ285TQ8DTDHW60F sameAs LU-01HK0G3V2ZKJ285TQ8DTDHW60F.
- 01HK0G3V2ZKJ285TQ8DTDHW60F sourceOrganization urn:uuid:6fe5a9fe-3e74-4a42-9d45-49e57453b447.
- 01HK0G3V2ZKJ285TQ8DTDHW60F type P1.