THE FORENSIC STUDY ON ENGINEERING LANDSLIDES IN CASE OF LANDSIDES IN NAN

Authors

  • ธีระพงษ์ บุญเทพ
  • ศิวะ โฉมทรัพย์เย็น
  • ทิพย์วิมล แตะกระโทก
  • ชัยวัฒน์ แสงศรีจันทร์

Keywords:

Landslides, Slope Stability, Finite Element Method

Abstract

This project studies behaviors of landslides in term of shear strengths with an analysis for the next 50 years in Bo Kluea District, Nan Province. The analysis is based on field test data and the manual of soil research. To analyze, Finite Element Method is applied to consider 2-dimension problems to estimate the results from pore-water pressure, and this leads to understanding such incidence and this can be fundamental knowledge to prepare protection against landslides. The results on the impact from the pore-water pressure of the soil or its shear strength range during landslides are studied by considering other constant factors influencing slope stability gained from the field test in Nakhoi Village, Nan Province.

 

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Published

2019-04-30

How to Cite

[1]
บุญเทพ ธ., โฉมทรัพย์เย็น ศ., แตะกระโทก ท., and แสงศรีจันทร์ ช., “THE FORENSIC STUDY ON ENGINEERING LANDSLIDES IN CASE OF LANDSIDES IN NAN”, PSRU JITE, vol. 1, no. 1 (2019), pp. 1–9, Apr. 2019.