Struktur Kecepatan Gelombang Geser (Vs) di Daerah Rawan Gerakan Tanah (Longsor) Jalan Lintas Kabupaten Bengkulu Tengah-Kepahiang

Abstract

Shear wave velocity <em>(V<sub>s</sub>)</em> structure at along of Central Bengkulu-Kepahiang crossline has been mapped. This research aims to identify the subsurface structure and to estimate the constituent material type of rock in landslide-prone areas (Central Bengkulu-Kepahiang crossline). Shear wave velocity structure on each site is obtained by the HVSR-inversion of 146 microtremor data (ambient noise recording of seismometer). <em>V<sub>s</sub></em> structure at the line mapped from the surface until to 30 meters of the depth. Groups of Vs are identified in class E (<em>V<sub>s</sub></em> <180), Class D (180≤<em> V<sub>s</sub></em> <360), Class C (360≤<em> V<sub>s</sub></em> <760), and Class B (760≤<em> V<sub>s</sub></em> <1500). The subsurface structure at the depth of 0 to 10 meters are dominated by stiff soil, very dense soil, and soft rock which has highly fractured and weathered rock properties. At the depth of 15 meters to 30 meters, the subsurface structure is dominated by hard rock but it is high potential or easy to fracturing and weathering like the properties of the rocks in areas that have landslides in the past. Based on <em>V<sub>s</sub></em> value, rock constituent materials are deposition of sand, clay, gravel and alluvium ranging from soft to relatively hard structures at the depth.

Mapping Landslide Vulnerability using Machine Learning Approach along the Taba Penanjung-Kepahiang Road, Bengkulu Province

“…Several previous studies regarding landslides on the Bengkulu-Kepahiang Cross Route, such as Suhendra & Sugianto, 2018;Hadi et al, 2021;Hadi & Siswanto, 2016;and Sugianto, 2021. In general, studies on landslides that previous researchers have carried out show that the area on the Bengkulu-Kepahiang Cross Route has the potential to experience ground movement. However, the previous study was still carried out deterministically, and the parameters used were still very few, so it is necessary to map landslide-prone areas on the Bengkulu-Kepahiang Cross Road.…”