Determination of Soil Strength Using 2D Geoelectric Methods and Direct Shear Test (Case Study in Istana Tidar Regency Housing – Jember)

Authors

  • Nurul Priyantari Dept of Physics, Natural Science Faculty, Jember of University
  • Supriyadi . Dept of Physics, Natural Science Faculty, Jember of University
  • Devi Putri Sulistiani Dept of Physics, Natural Science Faculty, Jember of University
  • Winda Aprita Mayasari Dept of Physics, Natural Science Faculty, Jember of University

DOI:

https://doi.org/10.24203/ajas.v5i2.4755

Keywords:

geoelectrical resistivity, direct shear test, soil type, soil strength

Abstract

2D geoelectrical resitivity measurement and direct shear test has been conducted to determine soil type and soil strength on land settlement Istana Tidar Regency housing, Jember. Resistivity measurement is conducted at two line that have latitude 08.10’102†– 08.10’108†S, 113.43’404†– 113.43’408†E (line 1) dan 08.10’102†– 08.10’108†S, 113.43’410†– 113.43’414†E (line 2). Soil specimen were taken at 3 point, 2 point at line 1 and 1 point at line 2. Based on result of 2D geoelectrical resistivity measurement and direct shear test, this location was dominated by clay, silt and sandy silt are included in the type of cohesive soils. Soil strength of this type is capable to support light bulding contruction one or two floors.

References

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Published

2017-05-05

How to Cite

Priyantari, N., ., S., Sulistiani, D. P., & Mayasari, W. A. (2017). Determination of Soil Strength Using 2D Geoelectric Methods and Direct Shear Test (Case Study in Istana Tidar Regency Housing – Jember). Asian Journal of Applied Sciences, 5(2). https://doi.org/10.24203/ajas.v5i2.4755

Issue

Vol. 5 No. 2 (2017): April 2017

Section

Articles

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