Safe bearing capacity evaluation of the bridge site along Syafrubesi-Rasuwagadhi road, Central Nepal

Authors

  • Suman Manandhar Department of Civil and Structural Engineering, Kyushu University, Fukuouka
  • Uttam Bol Shrestha Department of Mines and Geology, Lainchaur, Kathmandu
  • Noriyuki Yasufuku Department of Civil and Structural Engineering, Kyushu University, Fukuouka
  • Kiyoshi Omine Department of Civil and Structural Engineering, Kyushu University, Fukuouka
  • Taizo Kobayashi Department of Civil and Structural Engineering, Kyushu University, Fukuouka

DOI:

https://doi.org/10.3126/bdg.v12i0.2254

Abstract

The research work was carried out at the proposed bridge site along Syafrubesi-Rasuwagadhi Road, Central Nepal. The study was based on field SPT/DCPT and laboratory tests. N values were determined from SPT/DCPT test. The index and mechanical properties of granular soils were computed in laboratory. Then, ultimate and allowable bearing capacities with safety factor 3 for maximum tolerable limit of 40 mm settlement was estimated by empirical equations provided by Teng (1988) and Terzaghi and Peck (1978). It is recommended that safe bearing capacity for 6 m size open square foundation at left and right abutments are suitable within 4.5 to 6 m depth.  

doi: 10.3126/bdg.v12i0.2254

Bulletin of the Department of Geology, Vol. 12, 2009, pp. 95-100

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How to Cite

Manandhar, S., Shrestha, U. B., Yasufuku, N., Omine, K., & Kobayashi, T. (2009). Safe bearing capacity evaluation of the bridge site along Syafrubesi-Rasuwagadhi road, Central Nepal. Bulletin of the Department of Geology, 12, 95–100. https://doi.org/10.3126/bdg.v12i0.2254

Issue

Vol. 12 (2009)

Section

Articles

License

© Central Department of Geology, Tribhuvan University, Nepal