Study Index Properties of Soil from Geotechnical Test in their Relation to Landslide

Ikah N. P. Permanasari; Wita Ekysta; Vico L. Ipmawan; M.Y. Darmawan; Rahmatnawi Siregar; Alamta Singarimbun

doi:10.1088/1755-1315/830/1/012034

Study Index Properties of Soil from Geotechnical Test in their Relation to Landslide

Open

Ikah N. P. Permanasari, Wita Ekysta, Vico L. Ipmawan, M.Y. Darmawan, Rahmatnawi Siregar, Alamta Singarimbun

2021 IOP Conference Series: Earth and Environmental Science Vol. 830 Issue 1 Conference paper Cited by 0 SDG 17SDG 6SDG 11SDG 12

Abstract

There are many methods in assessing landslide, one of them is examine the properties of soil. In this research measured several test on soil sample i.e. unit weight, Moisture content, Hydrometer test. The unit weight test yields a value ? is 13.63kN/m3, water content value is 4.51%. Furthermore, the sieve analysis test and hydrometer analysis were carried out to determine the type of soil in the study area, namely little sandy silt. The combination of a steep slope with the type of material that makes up the slope makes the slope prone to landslides. Creep often occur in the slope, which are caused by vibrations from vehicles at the foot of the slope. This condition will make the slope even more unstable because the geometry of the slope will become steeper. © Published under licence by IOP Publishing Ltd.

Affiliations

Fisika, Jurusan Sains, Institut Teknologi Sumatera, Lampung Selatan, Indonesia; Fisika, Fakultas Matematika Dan Ilmu Pengetahuan Alam, Institut Teknologi Bandung, Bandung, Indonesia

View full text (DOI) →

Research at a Glance

Research at a Glance

Topics & SDG Alignment

Collaboration

Author Profile (Selected)

References Overview

Journal & Source

Metadata & Integrity