A NON-DESTRUCTIVE METHOD FOR INVESTIGATING SOIL LAYERS OF AN INDIVIDUAL VULNERABLE SLOPE

Authors

  • Eko Andi Suryo
  • Yulvi Zaika
  • Chaminda Gallage
  • Bambang Trigunarsyah

Keywords:

Soil layers detection, Electrical resistivity tomography, Geotechnical investigation, Soil crack

Abstract

Soil stability analysis becomes main concern in the preliminary design of new construction
project. In a critical soil slope, the stability can be affected by the additional load and water infiltration
significantly. This is due to additional overturning moment and decreasing of shear strength of the slope
material. In such scenario, the non-destructive soil investigation method is needed to analyze the stability. This
paper examines the use of Electrical Resistivity Tomography (ERT) to investigate soil layers in a critical slope
and to measure parameters of soil shear strength indirectly. Two ERT methods used in this research were
dipole-dipole array and square array resistivity (SAR). The results of ERT were verified using geotechnical
testing (Bore-hole and Standard Penetration Test) results by investigating the presence of high porosity and
water content with soil resistivity. The results of Dipole-dipole array and SAR at selected locations are
consistent and suggest a possible crack at the location was reflected by the low soil resistivity value.
Furthermore, the results of the SAR confirmed the existence of the deep crack as a continuance of visible cracks
on the surface. The results of ERT can be used to detect deep cracks in the subsoil if ERT is conducted in the
wet seasons, due to the existence of infiltrated rainwater. Due to the limitations of this technique, the ERT
result should be interpreted cautiously. The study demonstrated the benefits of the use of electrical resistivity
for the detection of soil layers in residual soil slope.

 

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Published

2020-05-30

How to Cite

Eko Andi Suryo, Yulvi Zaika, Chaminda Gallage, & Bambang Trigunarsyah. (2020). A NON-DESTRUCTIVE METHOD FOR INVESTIGATING SOIL LAYERS OF AN INDIVIDUAL VULNERABLE SLOPE. GEOMATE Journal, 18(69), 1–8. Retrieved from https://geomatejournal.com/geomate/article/view/1476

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