Influence of Friction Angles on Earth Pressures in Dry Granular Flow Dynamics and Soil Mechanics

Authors

  • Jeevan Kafle Central Department of Mathematics, Tribhuvan University, Kathmandu, Nepal
  • Ramuna Pandey Central Department of Mathematics, Tribhuvan University, Kathmandu, Nepal
  • Bekha Ratna Dangol Department of Mathematics, Patan Multiple Campus, Tribhuvan University, Kathmandu, Nepal
  • Chet Nath Tiwari Department of Mathematics, Tri-Chandra Multiple Campus, Tribhuvan University, Kathmandu, Nepal
  • Parameswari Kattel Department of Mathematics, Tri-Chandra Multiple Campus, Tribhuvan University, Kathmandu, Nepal

DOI:

https://doi.org/10.3126/nmsr.v39i2.51694

Keywords:

Earth Pressure Coefficient,, Active Earth Pressure, Passive Earth Pressure, Internal friction angle,, Basal friction angle.

Abstract

The earth pressure coefficient (K) determines the nature of (tendency of) deformation of the granular mass during flow or deposition. When flow velocity is increasing, K takes its active state Kact and the flow is divergent. When the flow velocity is decreasing, K takes its passive state Kpas and the flow is convergent. The mathematical relations presented here and their 2-D and 3-D plots highlight that the passive and active earth coefficients strongly depend on the internal angle (δ) and basal angle (ϕ) of frictions. The mathematical relation for dry granular mass flow is extended to find these coefficients in soil mechanics. Results further show that active earth pressure drops as the internal angle of friction increases, but passive earth pressure rises. The earth's pressure is at rest if the wall is in its natural position

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Published

2022-12-31

How to Cite

Kafle, J., Pandey, R., Dangol, B. R., Tiwari, C. N., & Kattel, P. (2022). Influence of Friction Angles on Earth Pressures in Dry Granular Flow Dynamics and Soil Mechanics. The Nepali Mathematical Sciences Report, 39(2), 54–66. https://doi.org/10.3126/nmsr.v39i2.51694

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