Evaluating modes of failure zones of the rock masses along Mudurnu Valley (Turkey) by using a unmanned aerial vehicle

2018-04-13
Rock mass characteristics, slope geometry, weathering, man-made activities and seismic activities are the main factors that can cause slope failure. Whatever the reason is, these instabilities can generate significant hazards. Rock mass instabilities in the Mudurnu County which is settled on a steep valley threaten people and settlements, and lead to regional hazard and risk. In order to overcome this problem, rock masses along the valley have to be characterized in detail. Instabilities are discontinuity driven at the west side of the Mudurnu valley and discontinuous limestone is susceptible to complex failures resulting from the combination of kinematic failure (i.e., planar, wedge, toppling failures). The aim of the study is to define possible modes of failure on discontinuous limestone and divide the valley into different geotechnical sectors, accordingly. In order to evaluate the geotechnical sectors, rock mass properties should be characterized spatially along the entire valley. However, physical evaluation of many problematic locations by field studies is impossible due to the quite wide and highly steep nature of the valley. In order to overcome this issue, a unmanned aerial vehicle which is a great tool for the natural hazard management studies was used. This methodology which has been used extensively in recent years was preferred to collect images from the inaccessible areas. In this study, the obtained images from the sectors by using unmanned aerial vehicles have been compared with the information gained by the scan-line field studies (i.e., rock mass characterization) where the outcrops were accessible and have been used to assess the modes of failure along the Mudurnu valley and to reliably determine the potential failure sectors. Later, remediation measures have been proposed based on the gathered aerial image and field study information.
uropean Geosciences Union General Assembly (EGU), (8 - 13 Nisan 2018,)

Suggestions

Assessment of rock slope stability by slope mass rating (SMR): A case study for the gas flare site in Assalouyeh, South of Iran
AZARAFZA, Mohammad; Akgün, Haluk; ASGHARI-KALJAHI, Ebrahim (2017-10-01)
Slope mass rating (SMR) is commonly used for the geomechanical classification of rock masses in an attempt to evaluate the stability of slopes. SMR is calculated from the RMR89-basic (basic rock mass rating) and from the characteristic features of discontinuities, and may be applied to slope stability analysis as well as to slope support recommendations.
Assessment of slope stability for a segment (km: 25+600-26+000) of Antalya-Korkuteli highway
Arıkan, Huriye Aslı; Topal, Tamer; Department of Geological Engineering (2010)
The cut slopes at a segment between Km 25+600 and 26+000 of the Antalya-Burdur Breakaway-Korkuteli State Road to be newly constructed have slope instability problems due to the existence of highly jointed limestone. The purpose of this study is to investigate the engineering geological properties of the units exposed at three cut slopes, to assess stability of the cut slopes, and to recommend remedial measures for the problematic sections. In this respect, both field and laboratory studies have been carried...
Assessment of Slope Stability of Various Cut Slopes with Effects of Weathering by Using Slope Stability Probability Classification (SSPC)
Ersöz, Timur; Topal, Tamer (2017-04-28)
Rocks containing pore spaces, fractures, joints, bedding planes and faults are prone to weathering due to temperaturedifferences, wetting-drying, chemistry of solutions absorbed, and other physical and chemical agents.Especially cut slopes are very sensitive to weathering activities because of disturbed rock mass and topographicalcondition by excavation. During and right after an excavation process of a cut slope, weathering and erosion mayact on this newly exposed rock material. These acting on the materia...
Assessment of discontinuous rock slope stability with block theory and numerical modeling: a case study for the South Pars Gas Complex, Assalouyeh, Iran
AZARAFZA, Mohammad; ASGHARI-KALJAHI, Ebrahim; Akgün, Haluk (Springer Science and Business Media LLC, 2017-06-01)
In this study, a geotechnical model has been used to analyze the stability of a discontinuous rock slope. The main idea behind block theory is that it disregards many different combinations of discontinuities and directly identifies and considers critical rock blocks known as "key blocks". The rock slope used as a case study herein is situated in the sixth phase of the gas flare site of the South Pars Gas Complex, Assalouyeh, Iran. In order to analyze the stability of discontinuous rock slopes, geotechnical...
Prediction of failure mode in weak rock slopes using fuzzy slope mass rating
Yardımcı, Ahmet Güneş; Karpuz, Celal (null; 2020-01-01)
Stability of weak rock slopes are threatened by structurally controlled mechanisms or mass failure. Shallow depth lignite beds are commonly exploited by surface mining. Preliminary slope stability analysis is carried out by practical tools that perform quick stability investigation with limited data. Kinematical analysis is a widely used method that requires orientational data and the rock mass friction angle. However, geological or mechanical features of the rock mass are disregarded. Slope Mass Rating (SM...
Citation Formats
A. Arslan Kelam and H. Akgün, “Evaluating modes of failure zones of the rock masses along Mudurnu Valley (Turkey) by using a unmanned aerial vehicle,” presented at the uropean Geosciences Union General Assembly (EGU), (8 - 13 Nisan 2018,), Vienna, Avusturya, 2018, Accessed: 00, 2021. [Online]. Available: https://hdl.handle.net/11511/79155.