ENGINEERING GEOLOGICAL OF AN ACTIVE SLOPE IN KM46 SIMPANG PULAI, PERAK

Authors

  • Zainuddin Md Yusoff Department of Civil Engineering, Faculty of Engineering, Universiti Putra Malaysia, 43400 Serdang, Selangor, Malaysia
  • Nur Anati Azmi Department of Civil Engineering, Faculty of Engineering, Universiti Putra Malaysia, 43400 Serdang, Selangor, Malaysia
  • Haslinda Nahazanan Department of Civil Engineering, Faculty of Engineering, Universiti Putra Malaysia, 43400 Serdang, Selangor, Malaysia
  • Nik Norsyahariati Nik Daud Department of Civil Engineering, Faculty of Engineering, Universiti Putra Malaysia, 43400 Serdang, Selangor, Malaysia
  • Azlan Abd Aziz Department of Civil Engineering, Faculty of Engineering, Universiti Putra Malaysia, 43400 Serdang, Selangor, Malaysia

DOI:

https://doi.org/10.11113/mjce.v28.15994

Keywords:

Flashover, Insulator, Numerical and experimental analyses, SEEA, Surface charge distribution, Vacuum, Slope, engineering geological map

Abstract

Engineering geological mapping is an essential tool to understand the geotechnical threshold values triggering slope failures. The slope chosen is the KM 46 Jalan Simpang PulaiCameron Highlands in Perak. A geological map composed of the confirmed and probable bedrock layer may it be on the ground surface or immediately underneath the soil layer. The soil layer can be transported materials and also can be the residual soil of the bedrock. Engineering geological maps include additional engineering geological information such as dips and strikes of the unconformities, Standard penetration Tests (SPT) values .geormorphological informations and topograhy inputs.

References

Gobbett, D. J., Hutchison, C. S., & Burton, C. K. (1973). Geology of the Malay Peninsula.

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Omar, H. (2002). Development of risk assessment and expert systems for cut slopes.

Ph.D Thesis, Universiti Putra Malaysia, Selangor

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Published

2018-07-18

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Section

Articles

How to Cite

ENGINEERING GEOLOGICAL OF AN ACTIVE SLOPE IN KM46 SIMPANG PULAI, PERAK. (2018). Malaysian Journal of Civil Engineering, 28. https://doi.org/10.11113/mjce.v28.15994