Oct 2026· Bulletin of scientific research results· 0 citations· 2 references
Abstract
Objective: to conduct a comparative assessment of the effectiveness of rock riprap and pile foundations for ensuring subgrade stability in permafrost areas of Amur Oblast. Methods: assessment of embankment slope stability using the Shakhunyants method (circular cylindrical slip surfaces) in the GEO5 software. Calculations were performed for two reinforcement options: rock riprap and pile field (length 5 m, spacing 2.5 m). Results: the factor of safety for rock riprap was 2.53, and for the pile field — 2.41. Both values exceed regulatory requirements (1.15–1.30). The seasonal freezing depth in the region reaches 2.0–2.5 m. Practical significance: the results can be applied in the design of roads on sections of the Baikal- Amur Mainline. The choice of solution is recommended to be determined by technical and economic comparison considering local conditions.
Purpose. To develop an effective rock-bolting technology for deep mine workings in the Karaganda Coal Basin. The proposed solutions aim to improve roadway stability and safety while reducing repair and maintenance costs.
Methods. The study employed theoretical and experimental research, patent searches, analysis of nat...
E. Khalikova, V. Demin, Yelena Kim et al.· Integrated Mining and Geosci...· 0 citations
The article presents calculations of the estimated safety factor F and the overdesign factor, ODF, for the front embankment body of the Lake Druzno reservoir in Nowe Dolno. The rehabilitation of low flood-protection levees in the Elbląg Żuławy region was almost exclusively performed using various local organic soils ob...
Bartłomiej Brzeziński, D. Iskra-Świercz, Andrzej Olchawa· Rocznik Ochrona Srodowiska· 0 citations
This study aims to analyze the stability of embankment slopes in the Klaten–Purwomartani Toll Road Construction Project Section 1Package 1.2 STA 38+000 by comparing the analysis results using GeoStudio SLOPE/W and PLAXIS 2D, as well as evaluating the effectiveness of geotextile reinforcement and verification using the...
Suci Febrian Tri Prasatya, A. G. Amarta, Dedy Rutama· Journal La Multiapp· 0 citations
Landslides and ground movements significantly threaten Semarang City, Indonesia, particularly in the Deliksari area. This region’s vulnerability stems from its location within the Kalibeng Formation, characterized by brownish-gray marly clay identified as montmorillonite. This expansive clay, combined with complex geol...
Lindawati, K. W. Sadono, A. Setyadi· IAEG 2026: Engineering Geolo...· 0 citations
