A Comparison Results of Stabilization of Slope using Soil Nailing Technique by the Current Analysis Methods
Publish place: 3rd Iranian Conference on Geotechnical Engineering
Publish Year: 1397
نوع سند: مقاله کنفرانسی
زبان: English
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شناسه ملی سند علمی:
GEOTEC03_055
تاریخ نمایه سازی: 8 مرداد 1398
Abstract:
This paper introduces the behavior of soil nailed slopes on sand by using centrifuge model testing. The model was tested in two phases. The soil nailed slope model was first constructed in a number of sequential runs. In the second stage a surcharge load was applied at the top of the model slope. Research has focused on the effects of varying both slope angle and the orientation angle of nails. Measurement of axial force, shear force and bending moment induced in the reinforcement was carried out using strain gauges fitted on the nails and developments of these forces was monitored during both stages of the test. The tests gave consistent results allowing a greater understanding of the development of forces in soil nail and providing a basis for prediction of displacements which occur in soil nailed structures
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Authors
A. Aminfar
Master of Sciences in Geotechnical Engineering
S. Tavakoli
A member of scientific board in Ilam Azad University-branch of Mehran