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Artykuły w czasopismach na temat „Bedrock landslide”

Autor: Grafiati

Data publikacji: 19 października 2024

Data aktualizacji: 31 lipca 2025

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1

Wang, H. B., B. Zhou, S. R. Wu, J. S. Shi, and B. Li. "Characteristic analysis of large-scale loess landslides: a case study in Baoji City of Loess Plateau of Northwest China." Natural Hazards and Earth System Sciences 11, no. 7 (2011): 1829–37. http://dx.doi.org/10.5194/nhess-11-1829-2011.

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Abstract. Landslides are one of the most common geologic hazards in the Loess Plateau of northwest China, especially with some of the highest landslide densities found in Shaanxi and adjacent provinces. Prior to assessing the landslide hazard, a detailed landslide inventory map is fundamental. This study documents the landslides on the northwest Loess Plateau with high accuracy using high-resolution Quickbird imagery for landslide inventory mapping in the Changshou valley of Baoji city. By far the majority of landslides are in loess, representing small-scale planar sliding. Most of the large-s

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2

Mugaruka Bibentyo, Toussaint, Stijn Dewaele, Charles Nzolang, and Olivier Dewitte. "Geological and Geomorphological Controls on Landslides: North Tanganyika-Kivu Rift Region, Tropical Africa." Afrika Focus 38, no. 1 (2025): 226–39. https://doi.org/10.1163/2031356x-20250112.

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Abstract Landslides are geohydrological hazards that shape landscapes and may cause disasters. Despite their impact, the geological and geomorphological factors controlling their occurrence are not always well understood. This is especially so in mountainous areas in tropical regions where environmental conditions, such as bedrock type and soil weathering, may be specific. This research investigates these controls on landslides in the North Tanganyika-Kivu Rift region, tropical Africa. Our local-scale studies in the Ruzizi Gorge show how interactions between the rapid incision of the gorge, th

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Glassmeyer, Michael P., and Abdul Shakoor. "Factors Contributing to Landslide Susceptibility of the Kope Formation, Cincinnati, Ohio." Environmental and Engineering Geoscience 27, no. 3 (2021): 307–18. http://dx.doi.org/10.2113/eeg-d-20-00077.

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ABSTRACT The objective of this study was to evaluate the factors that contribute to the high frequency of landslides in the Kope Formation and the overlying colluvial soil present in the Cincinnati area, southwestern Ohio. The Kope Formation consists of approximately 80 percent shale inter-bedded with 20 percent limestone. The colluvium that forms from the weathering of the shale bedrock consists of a low-plasticity clay. Based on field observations, LiDAR data, and information gathered from city and county agencies, we created a landslide inventory map for the Cincinnati area, identifying 842

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4

Robertson, Jesse E., Karl E. Karlstrom, Matthew T. Heizler, and Laura J. Crossey. "Realignments of the Colorado River by ∼2 m.y. of rotational bedrock landsliding: The Surprise Valley landslide complex, Grand Canyon, Arizona." Geosphere 17, no. 6 (2021): 1715–44. http://dx.doi.org/10.1130/ges02280.1.

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Abstract The Surprise Valley landslide complex is the name used here for a group of prominent river-damming landslides in Grand Canyon (Arizona, USA) that has shifted the path of the Colorado River several times in the past 2 m.y. We document a sequence of eight landslides. Three are Toreva-block landslides containing back-rotated but only mildly disrupted bedrock stratigraphy. The largest of these landslides, Surprise Valley landslide, is hypothesized to have dammed the Colorado River, cut off a meander loop through Surprise Valley, and rerouted the river 2.5 km south to near its present cour

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5

Adella Syavira, Y Yatini, and Wrego Seno Giamboro. "Identification of landslide potential based on Ground Penetrating Radar (GPR) data in Prambanan District, Sleman, Yogyakarta." Global Journal of Engineering and Technology Advances 13, no. 2 (2022): 071–78. http://dx.doi.org/10.30574/gjeta.2022.13.2.0193.

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The application of the Ground Penetrating Radar (GPR) method which was carried out in the Prambanan District, Sleman, Special Region of Yogyakarta was to determine the geometry of the slip plane of potential landslides. This method can see the contrast between the slip plane of the landslide and the landslide material that is above the slip plane. Measurements were made on field "A" consisting of 6 tracks and field "B" consisting of 7 tracks. The cross section of the radargram shows a penetration depth of about 6 - 7 meters, divided into 3 layers, namely, the S1 layer (soil), the S2 layer (tra

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6

Miles, D. W. R., and F. J. Swanson. "Vegetation composition on recent landslides in the Cascade Mountains of western Oregon." Canadian Journal of Forest Research 16, no. 4 (1986): 739–44. http://dx.doi.org/10.1139/x86-132.

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Shallow, rapid landslides are common events and significant causes of vegetation disturbance in the Pacific Northwest. Landslides remove surface soil and above- and below-ground biomass from steep slopes and deposit them downslope or in streams. Vegetation cover and frequency were sampled on 25 landslides aged 6–28 years in the Cascade Mountains of western Oregon. Landslides sampled were debris avalanches ranging in surface area from 36 to 1287 m2, in elevation from 460 to 1100 m, and in slope from 40 to 173%. The landslides originated in undisturbed forests, recently harvested tracts of timbe

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7

Sanhueza-Pino, Katia, Oliver Korup, Ralf Hetzel, et al. "Glacial advances constrained by 10Be exposure dating of bedrock landslides, Kyrgyz Tien Shan." Quaternary Research 76, no. 3 (2011): 295–304. http://dx.doi.org/10.1016/j.yqres.2011.06.013.

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AbstractNumerous large landslide deposits occur in the Tien Shan, a tectonically active intraplate orogen in Central Asia. Yet their significance in Quaternary landscape evolution and natural hazard assessment remains unresolved due to the lack of "absolute" age constraints. Here we present the first 10Be exposure ages for three prominent (> 107 m3) bedrock landslides that blocked major rivers and formed lakes, two of which subsequently breached, in the northern Kyrgyz Tien Shan. Three 10Be ages reveal that one landslide in the Alamyedin River occurred at 11–15 ka, which is consistent with

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8

Adella, Syavira, Yatini Y, and Seno Giamboro Wrego. "Identification of landslide potential based on Ground Penetrating Radar (GPR) data in Prambanan District, Sleman, Yogyakarta." Global Journal of Engineering and Technology Advances 13, no. 2 (2022): 071–78. https://doi.org/10.5281/zenodo.7680085.

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The application of the Ground Penetrating Radar (GPR) method which was carried out in the Prambanan District, Sleman, Special Region of Yogyakarta was to determine the geometry of the slip plane of potential landslides. This method can see the contrast between the slip plane of the landslide and the landslide material that is above the slip plane. Measurements were made on field "A" consisting of 6 tracks and field "B" consisting of 7 tracks. The cross section of the radargram shows a penetration depth of about 6 - 7 meters, divided into 3 layers, namely, the S1 layer (soil

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9

Wang, Hao, Peng Wang, Hongyu Qin, Jianwei Yue, and Jianwei Zhang. "Method to Control the Deformation of Anti-Slide Piles in Zhenzilin Landslide." Applied Sciences 10, no. 8 (2020): 2831. http://dx.doi.org/10.3390/app10082831.

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Anti-slide piles were used in the region of the Zhenzilin landslide in Sichuan, China. The horizontal displacement of these piles exceeds specifications. Deterioration in bedrock properties may cause deformation, thereby causing landslide destabilization. An approach was developed for the analysis of anti-slide pile in two bedrocks with different strengths below the slip surface. A relationship has been established between the modulus of subgrade reaction of the first weak bedrock and reasonable embedded length for landfill slopes with strata of various strengths. Furthermore, the influence of

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10

Pan, Shangtao, Wei Gao, and Ruilin Hu. "Physical Modeling for Large-Scale Landslide with Chair-Shaped Bedrock Surfaces under Precipitation and Reservoir Water Fluctuation Conditions." Water 14, no. 6 (2022): 984. http://dx.doi.org/10.3390/w14060984.

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The deformation and failure mechanisms of historical landslides, characterized with different types of bedrock surface shapes which are known to have been induced by rainfall and reservoir water fluctuations, is an important issue currently being addressed by many researchers. The Zhaoshuling Landslide of the Three Gorges Reservoir Region, which was characterized with a chair-shaped bedrock surface under rainfall and reservoir water fluctuation conditions, was selected as an example in this study’s physical modeling process. The results of different parameters, including the displacements, por

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11

Regmi, Sanjeev, and Ranjan Kumar Dahal. "Slope stability issues of Bukula Landslide in Raghuganga Hydropower Project." Journal of Nepal Geological Society 65 (August 22, 2023): 151–56. http://dx.doi.org/10.3126/jngs.v65i01.57774.

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Slope stability concerns hold global significance among researchers, professionals, and academicians. Despite various research studies, geological and geotechnical investigations on landslides, there is still a lack of proper and comprehensive landslide hazard study, accurate data acquisition, and effective monitoring mechanism in Nepal. The objective of this present study is to identify the type of failure, causes and effects of landslide and possible mitigation measures of Bukula Landslide located within Raghuganga Hydropower Project in Myagdi. This landslide is a large-scale landslide that

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12

Wang, Jingying, Jihong Yang, Xinglong Yang, and Fengge Shi. "A Study on the Mechanism of the Precipitation-Induced Slope Instability of Colluvium." Applied Sciences 15, no. 4 (2025): 1933. https://doi.org/10.3390/app15041933.

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In this study, the evolution process of a landslide model under continuous rainfall conditions with a rainfall intensity of 30 mm/h is studied in depth based on an outdoor rainfall model test of a colluvial slope as the research material. The response law of pore water pressure and settlement amount is also obtained, and the influence of bedrock inclination angle on the development and deformation failure of the colluvial landslide is discussed. When the dip angle of the bedrock is 40°, it is prone to sudden slip-type landslides, and the evolution process is as follows: tensile cracks appear a

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13

Wu, Hong Gang, Tao Yang, Xiao Yun Chen, Hui Min Ma, Hong Li Zhang, and Jun De Zhang. "Damage Mechanism Research of Yushu Airport Road Landslide No.3 Base on Elastoplastic Damage Constitutive Model." Applied Mechanics and Materials 744-746 (March 2015): 464–69. http://dx.doi.org/10.4028/www.scientific.net/amm.744-746.464.

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Due to the earthquake of Yushu in April 14, 2010, Airport Road landslide No.3 deformed cracking, resulting in lower stability of slope, triggering landslides and other diseases. Selecting the section 2-2 (mileage K823 + 809) of Airport Road landslide No.3 as the calculation section, we use the ABAQUS finite element program to establish landslide numerical mode. The slip mass of landslide was simulated by the elastic-plastic damage constitutive model, and the bedrock was analyzed as Mohr - Coulomb constitutive model. Landslide No3 is analyzed for example, and showed that earthquake triggering m

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14

Melchiorre, C., and A. Tryggvason. "Application of a fast and efficient algorithm to assess landslide prone areas in sensitive clays – toward landslide susceptibility assessment, Sweden." Natural Hazards and Earth System Sciences Discussions 2, no. 12 (2014): 7773–806. http://dx.doi.org/10.5194/nhessd-2-7773-2014.

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Abstract. This work deals with susceptibility assessment in sensitive clays at national scale. The proposed methodology is based on a procedure which uses soil data and Digital Elevation Models to detect areas prone to landslides and has been applied in Sweden for several years. Specifically, we tested an algorithm which is able to detect soil and slope criteria guaranteeing a faster execution compared to other implementations and an efficient filtering procedure. The adopted computational solution allows using local information on depth to bedrock and several cross-sectional angle thresholds,

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15

Shaller, Philip J., Macan Doroudian, and Michael W. Hart. "The Eureka Valley Landslide: Evidence of a Dual Failure Mechanism for a Long-Runout Landslide." Lithosphere 2020, no. 1 (2020): 1–26. http://dx.doi.org/10.2113/2020/8860819.

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Abstract Long-runout landslides are well-known and notorious geologic hazards in many mountainous parts of the world. Commonly encompassing enormous volumes of debris, these rapid mass movements place populations at risk through both direct impacts and indirect hazards, such as downstream flooding. Despite their evident risks, the mechanics of these large-scale landslides remain both enigmatic and controversial. In this work, we illuminate the inner workings of one exceptionally well-exposed and well-preserved long-runout landslide of late Pleistocene age located in Eureka Valley, east-central

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16

Sauer, E. Karl, and E. A. Christiansen. "The Denholm landslide, Saskatchewan, Canada, an update." Canadian Geotechnical Journal 24, no. 1 (1987): 163–68. http://dx.doi.org/10.1139/t87-017.

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The lower block of the Denholm landslide has moved 370 m over alluvium deposited by the North Saskatchewan spillway and river during the last 11 500 years at an average rate of 32 mm/year. These values must be considered minimal because erosion of the toe of the landslide is required for the formation of retrogressive landslides. The shear strength for the bedrock clay (shale) of the Lea Park Formation was back calculated to be [Formula: see text] assuming zero cohesion. Key words: retrogressive landslide, clay shale, residual strength, movement rates, geological age, inclinometer.

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17

Marc, Odin, Jens M. Turowski, and Patrick Meunier. "Controls on the grain size distribution of landslides in Taiwan: the influence of drop height, scar depth and bedrock strength." Earth Surface Dynamics 9, no. 4 (2021): 995–1011. http://dx.doi.org/10.5194/esurf-9-995-2021.

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Abstract. The size of grains delivered to rivers by hillslope processes is thought to be a key factor controlling sediment transport, long-term erosion and the information recorded in sedimentary archives. Recently, models have been developed to estimate the grain size distribution produced in soil, but these models may not apply to active orogens where high erosion rates on hillslopes are driven by landsliding. To date, relatively few studies have focused on landslide grain size distributions. Here, we present grain size distributions (GSDs) obtained by grid-by-number sampling on 17 recent la

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18

Postoev, G. P. "Mechanism specifics of the landslide-hazardous massif limit state formation and landslide block displacement." Геоэкология. Инженерная геология. Гидрогеология. Геокриология, no. 2 (May 18, 2019): 13–20. http://dx.doi.org/10.31857/s0869-78092019213-20.

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In the landslide cycle of deep block movement development, the landslide process starts with the separation of the new landslide block from the bedrock massif, and it ends with the block displacement until the steady landslide head is formed in the hotbed (on the landslide slope). The initial stressed state in the bedrock massif with horizontal earth surface (before the landslide block forms) is controlled by the Mohr-Coulomb criterion. The landslide hotbed forming as well as the sliding basis appearing cause the change in the initial stress state and the formation of horizontally oriented dis

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19

DE, Sunil Kumar. "Landslides and human interference in Darjiling Himalayas, India." Revista de Geomorfologie 19, no. 1 (2017): 44–57. http://dx.doi.org/10.21094/rg.2017.014.

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Landslides are among the nature's primarily ways of adjustment to slope stability. In Darjiling Himalayas the process has been intensified by human interference mainly through rapid deforestation, incorrect construction procedure and unplanned tapping of natural resources. The present paper aims at investigating the occurrence of landslides mainly due to human intervention. For analyzing the acuteness of the problem, important events of landslides over time, landslide susceptibility map using traditional check-list and investigation of the nature of human intervention for landslide occurrences

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Postoev, German P., Andrey I. Kazeev, and Marat M. Kuchukov. "BEHAVIOR OF SOILS AND DISSIPATIVE GEOLOGICAL STRUCTURES DURING THE FORMATION OF A LANDSLIDE BLOCK." Gruntovedenie 2, no. 19 (2022): 58–64. http://dx.doi.org/10.53278/2306-9139-2022-2-19-58-64.

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The peculiarities of soil state and strength and its role as a “weak” layer in the groundmass are often represented as the main factor that determines the occurrence of a landslide or its activation. These concepts are usually extended both to shallow shear landslides and liquefaction-flow types, as well as to deep block landslides, such as compression-extrusion type, with the release of so-called “the main deformable horizon” of soils in the latter. The formation of a new landslide block is accompanied by the occurrence of destructive displacements in the landslide cirque, involving in displa

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21

Sun, Zhijie, Xuanyu Yang, Shuai Lu, Yang Chen, and Pengfei Li. "Influence of a Landslide on a Tunnel in Loess-Bedrock Ground." Applied Sciences 12, no. 13 (2022): 6750. http://dx.doi.org/10.3390/app12136750.

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By combining model testing and numerical simulation, this paper focuses on the influence of landslides on tunnels in loess-bedrock strata by using the perfect landslide–tunnel system (LTS). A mechanical test and simulation (MTS) system was used to provide thrust for loading and unloading the trailing edge of the slope. A Particle Image Velocimetry (PIV) and 32 cluster strain gauges were adopted to monitor the deformation of the tunnel structure and landslide soil, and the sliding surface, respectively. By means of a numerical simulation, the deformation characteristics of a tunnel crossing loe

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22

Ren, Juan, Wunian Yang, Zhigang Ma, et al. "Remote Sensing-Based Detection and Analysis of Slow-Moving Landslides in Aba Prefecture, Southwest China." Remote Sensing 17, no. 8 (2025): 1462. https://doi.org/10.3390/rs17081462.

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Aba Tibetan and Qiang Autonomous Prefecture (Aba Prefecture), located in Southwest China, has complex geological conditions and frequent seismic activity, facing an increasing landslide risk that threatens the safety of local communities. This study aims to improve the regional geohazard database by identifying slow-moving landslides in the area. We combined Stacking Interferometric Synthetic Aperture Radar (Stacking-InSAR) technology for deformation detection, optical satellite imagery for landslide boundary mapping, and field investigations for validation. A total of 474 slow-moving landslid

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23

Campforts, Benjamin, Charles M. Shobe, Philippe Steer, Matthias Vanmaercke, Dimitri Lague, and Jean Braun. "HyLands 1.0: a hybrid landscape evolution model to simulate the impact of landslides and landslide-derived sediment on landscape evolution." Geoscientific Model Development 13, no. 9 (2020): 3863–86. http://dx.doi.org/10.5194/gmd-13-3863-2020.

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Abstract. Landslides are the main source of sediment in most mountain ranges. Rivers then act as conveyor belts, evacuating landslide-derived sediment. Sediment dynamics are known to influence landscape evolution through interactions among landslide sediment delivery, fluvial transport and river incision into bedrock. Sediment delivery and its interaction with river incision therefore control the pace of landscape evolution and mediate relationships among tectonics, climate and erosion. Numerical landscape evolution models (LEMs) are well suited to study the interactions among these surface pr

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Calista, Monia, Enrico Miccadei, Tommaso Piacentini, and Nicola Sciarra. "Morphostructural, Meteorological and Seismic Factors Controlling Landslides in Weak Rocks: The Case Studies of Castelnuovo and Ponzano (North East Abruzzo, Central Italy)." Geosciences 9, no. 3 (2019): 122. http://dx.doi.org/10.3390/geosciences9030122.

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We investigated the role of the morphostructural setting and seismic and meteorological factors in the development of landslides in the piedmont of the Abruzzo Apennines. In February 2017, following a heavy snow precipitation event and a moderate seismic sequence (at the end of the Central Italy 2016–2017 seismic crisis), several landslides affected the NE-Abruzzo chain and piedmont area. This work is focused on the Ponzano landslide (Civitella del Tronto, Teramo) and the Castelnuovo landslide (Campli, Teramo) in the NE Abruzzo hilly piedmont. These landslides consist of: (1) a large translati

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Zhu, Bao Long, and Xi Yong Wu. "An Analysis of Rainfall-Induced Landslide in Colluvial and Eluvial Soils Overlying Xigeda Strata, Southwestern Sichuan, China." Advanced Materials Research 250-253 (May 2011): 2682–88. http://dx.doi.org/10.4028/www.scientific.net/amr.250-253.2682.

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In late-July, 2005, a series of thunderstorms dropped 10 cm of rain in a 72-h period over southwestern Sichuan province. The storms also triggered more than 17 shallow landslides along the Lama Stream, about 2.5km from Jiuxiang Town, in Hanyuan County. Almost all of the landslides were translational, occurring along the contact between colluvial and eluvial soils and the underlying bedrock (claystones, mudstones, siltstones). 1# landslide was selected in the affected area for a detailed study of the shallow landslides. The record was made of the stratigraphy, slope geometry, landslide dimensio

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26

Huntley, David, Jessica Holmes, Peter Bobrowsky, et al. "Hydrogeological and geophysical properties of the very-slow-moving Ripley Landslide, Thompson River valley, British Columbia." Canadian Journal of Earth Sciences 57, no. 12 (2020): 1371–91. http://dx.doi.org/10.1139/cjes-2019-0187.

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Landslides along a 10 km reach of Thompson River south of Ashcroft, British Columbia, have repeatedly damaged vital railway infrastructure, while also placing public safety, the environment, natural resources, and cultural heritage features at risk. Government agencies, universities, and the railway industry are focusing research efforts on a representative test site — the very-slow-moving Ripley Landslide — to manage better the geohazard risk in this corridor. We characterize the landslide’s form and function through hydrogeological and geophysical mapping. Field mapping and exploratory drill

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Purnamasari, Anastasia Neni Candra, Eddy Hartantyo, Junun Sartohadi, and Hazqial Hafazhah. "Mapping Subsurface and Surface Characteristics of the Recent Pesanggrahan Landslide, Central Java, Indonesia, for Landslide Hazard Management." Environment and Natural Resources Journal 23, no. 1 (2024): 1–13. https://doi.org/10.32526/ennrj/23/20240163.

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Regions prone to deep landslides are characterized by thick materials exceeding 10 m and frequent natural disasters. This research aims to analyze the recent occurrence of Pesanggrahan landslide in Central Java, Indonesia, which is a region consisting of both settlements and rice fields. Surface mapping was conducted using aerial photos and direct field observations. Additionally, subsurface conditions to identify the unconsolidated material layers below the landslide surface have been analyzed using the seismic refraction method. The primary velocity (Vp) values are represented in 2D subsurfa

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Pushpakumara, T. D. C., and P. P. G. P. Madushanka. "Analysis and Prediction of Landslide using Drone Image and GIS Techniques- Case Study Aranayaka Area." International Journal of Advanced Remote Sensing and GIS 9, no. 1 (2020): 3466–72. http://dx.doi.org/10.23953/cloud.ijarsg.497.

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Occurrence of Landslides has become a major impact considering the damage a landslide can do in a quick time. Among the natural hazards the country is exposed up to now, severe landslides are the upcoming major issue since it can affect to the lives of people too. In this case study from Aranayaka area, a method is developed to analyses and identify landslide prone areas. The methodology of the research includes collecting terrain data, building a model using geographic information system (GIS), satellite image processing, preparation of a landslide susceptibility potential map and giving reco

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Marc, Odin, Robert Behling, Christoff Andermann, et al. "Long-term erosion of the Nepal Himalayas by bedrock landsliding: the role of monsoons, earthquakes and giant landslides." Earth Surface Dynamics 7, no. 1 (2019): 107–28. http://dx.doi.org/10.5194/esurf-7-107-2019.

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Abstract. In active mountain belts with steep terrain, bedrock landsliding is a major erosional agent. In the Himalayas, landsliding is driven by annual hydro-meteorological forcing due to the summer monsoon and by rarer, exceptional events, such as earthquakes. Independent methods yield erosion rate estimates that appear to increase with sampling time, suggesting that rare, high-magnitude erosion events dominate the erosional budget. Nevertheless, until now, neither the contribution of monsoon and earthquakes to landslide erosion nor the proportion of erosion due to rare, giant landslides hav

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Hadi, Arif Ismul, Kirbani S. Brotopuspito, Subagyo Pramumijoyo, and Hary C. Hardiyatmo. "Determination of Weathered Layer Thickness Around the Landslide Zone using the Seismic Refraction Method." IOP Conference Series: Earth and Environmental Science 830, no. 1 (2021): 012022. http://dx.doi.org/10.1088/1755-1315/830/1/012022.

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Abstract The thickness of the weathered layer in the landslide zone can be determined by the seismic refraction method. This study aims to determine the thickness of the weathered layer based on the primary wave velocity (P-wave or Vp ). Data acquisition is taken around the landslide zone, namely above the landslide, parallel to the landslide, and perpendicular to the landslide. The data were collected using a digital seismograph 16S24. Furthermore, the data obtained in the field is processed to obtain a 2-D model. The results showed that the thickness of the weathered layer above the landslid

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Hadi, Arif Ismul, Kirbani S. Brotopuspito, Subagyo Pramumijoyo, and Hary C. Hardiyatmo. "Determination of Weathered Layer Thickness Around the Landslide Zone using the Seismic Refraction Method." IOP Conference Series: Earth and Environmental Science 830, no. 1 (2021): 012022. http://dx.doi.org/10.1088/1755-1315/830/1/012022.

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Abstract The thickness of the weathered layer in the landslide zone can be determined by the seismic refraction method. This study aims to determine the thickness of the weathered layer based on the primary wave velocity (P-wave or Vp ). Data acquisition is taken around the landslide zone, namely above the landslide, parallel to the landslide, and perpendicular to the landslide. The data were collected using a digital seismograph 16S24. Furthermore, the data obtained in the field is processed to obtain a 2-D model. The results showed that the thickness of the weathered layer above the landslid

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Tohari, A., D. D. Wardhana, S. Feranie, and G. A. Salsabila. "Identification of sliding surface using electrical-resistivity tomography for landslide mitigation: A case study of the Cibitung Landslide." IOP Conference Series: Earth and Environmental Science 1314, no. 1 (2024): 012030. http://dx.doi.org/10.1088/1755-1315/1314/1/012030.

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Abstract Landslide mitigation efforts require a knowledge of the geometry and depth of the sliding surface present in a landslide body. Electrical resistivity tomography is the most common geophysical method used in landslide investigation. This paper presents the results of a series of electrical resistivity tomography surveys performed using a dipole-dipole array configuration to identify the sliding surfaces within a landslide body located in the Cibitung landslide area. The ERT images parallel the landslide body suggest that the sliding surface located below the crown is characterized by a

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Togubu, Jamalun, Firman Firman, Anas Abdul Latif, Amrih Halil, and Samsulbahri M. Madjid. "KAJIAN POTENSI LONGSOR LERENG GALIAN CURAM DI KELURAHAN KALUMATA KOTA TERNATE MENGGUNAKAN GEOLISTRIK." Journal of Science and Engineering 5, no. 2 (2022): 121. http://dx.doi.org/10.33387/josae.v5i2.5240.

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The study of the potential for landslides on steep excavation slopes in Kalumata Village, Ternate City using geoelectricity is important to do. The location of the sirtu mining excavation which tends to be steep and close to residential areas is urgent to know the type of lithology so as to facilitate recommendations for handling to be carried out. The purpose of this study was to determine the lithological composition of the material from tracks 1, 2, and 3 along the steep excavation slope using the geoelectric resistivity Sclumberger configuration method. In addition, knowing the potential f

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Hurst, M. D., M. A. Ellis, K. R. Royse, K. A. Lee, and K. Freeborough. "Controls on the magnitude-frequency scaling of an inventory of secular landslides." Earth Surface Dynamics 1, no. 1 (2013): 67–78. http://dx.doi.org/10.5194/esurf-1-67-2013.

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Abstract. Linking landslide size and frequency is important at both human and geological timescales for quantifying both landslide hazards and the effectiveness of landslides in the removal of sediment from evolving landscapes. The statistical behaviour of the magnitude-frequency of landslide inventories is usually compiled following a particular triggering event such as an earthquake or storm, and their statistical behaviour is often characterised by a power-law relationship with a small landslide rollover. The occurrence of landslides is expected to be influenced by the material properties o

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Dyachenko, V. V., V. A. Turkin, A. E. Vorobev, V. V. Kukartsev, and Ya A. Tynchenko. "Mechanisms of high hazard landslide formation (rapid and slow)." Mining Industry Journal (Gornay Promishlennost), no. 4/2024 (August 23, 2024): 96–100. http://dx.doi.org/10.30686/1609-9192-2024-4-96-100.

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The article discusses the results of studying the mechanism of formation and movement of rapid and slow clay landslides characterized by increased danger and catastrophic consequences for the technosphere. The consequences of landslides that occurred in various physical and geographical zones with different mineralogical and petrographic composition of rocks are considered. The analysis of the landslide formation features takes into account the slope gradients, actual elevations and local differences in elevation, changes in slope gradients, terrain roughness and direction of slopes, catchment

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Hugenholtz, Chris H., and Denis Lacelle. "Geomorphic Controls on Landslide Activity in Champlain Sea Clays along Green’s Creek, Eastern Ontario, Canada." Géographie physique et Quaternaire 58, no. 1 (2006): 9–23. http://dx.doi.org/10.7202/013108ar.

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AbstractLandslides in Champlain Sea clays have played an important role in shaping Eastern Ontario’s landscape. Despite extensive research, there is a limited understanding of the relations between landslide activity, climatic controls, and the geomorphic evolution of river valleys in Champlain Sea clay deposits. With these issues in mind, a study was undertaken to determine the controls on the spatio-temporal distribution of contemporary landslide activity in valley slopes composed of Champlain Sea clay. The study area was the Green’s Creek valley located in the east end of Ottawa, Ontario. O

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Hurst, M. D., M. A. Ellis, K. R. Royse, K. A. Lee, and K. Freeborough. "Controls on the magnitude-frequency scaling of an inventory of secular landslides." Earth Surface Dynamics Discussions 1, no. 1 (2013): 113–39. http://dx.doi.org/10.5194/esurfd-1-113-2013.

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Abstract. Linking landslide size and frequency is important at both human and geological time-scales for quantifying both landslide hazards and the effectiveness of landslides in the removal of sediment from evolving landscapes. Landslide inventories are usually compiled following a particular triggering event such as an earthquake or storm, and their statistical behavior is typically characterized by an inflected power-law relationship. The occurrence of landslides is expected to be influenced by the material properties of rock and/or regolith in which failure occurs. Here we explore the stat

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ur Rehman, Qasim, Waqas Ahmed, Muhammad Waseem, Sarfraz Khan, Asam Farid, and Syed Husnain Ali Shah. "GEOPHYSICAL INVESTIGATIONS OF A POTENTIAL LANDSLIDE AREA IN MAYOON, HUNZA DISTRICT, GILGIT-BALTISTAN, PAKISTAN." Rudarsko-geološko-naftni zbornik 36, no. 3 (2021): 127–41. http://dx.doi.org/10.17794/rgn.2021.3.9.

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The Mayoon landslide in the Hunza District is a slowly developed, non-catastrophic landslide that has gained its importance in the last few years after its rapid activation and fast slip rate. The area is characterized by high earthquake hazards (zone 3 with a peak ground acceleration value of 2.4–3.2 m/s2) by the Building Code of Pakistan due to frequent earth quakes. The past high earthquake activity in the area has displaced the foliated rocks towards the south and is responsible for opening the bedrock joints. The head and body of the landslide are covered by unconsolidated material and ha

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Blodgett, Troy A., and Bryan L. Isacks. "Landslide Erosion Rate in the Eastern Cordillera of Northern Bolivia." Earth Interactions 11, no. 19 (2007): 1–30. http://dx.doi.org/10.1175/2007ei222.1.

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Abstract The northeastern edge of the Bolivian Eastern Cordillera is an example of a tectonically active plateau margin where orographically enhanced precipitation facilitates very high rates of erosion. The topography of the steepest part of the margin exhibits the classic signature of high erosion rates consisting of high-relief V-shaped valleys where landsliding is the dominant process of hillslope erosion and bedrock rivers are incising into the landscape. The authors mapped landslide scars on multitemporal aerial photographs to estimate hillslope erosion rates. Field surveys of landslide

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Santie, Putri Anjary Widya, Wahyu Wilopo, and Fikri Faris. "Slope Stability Analysis Using Electrical Resistivity Tomography and Limit Equilibrium Method: A Case Study from Girimulyo, Kulon Progo." Journal of Applied Geology 9, no. 1 (2024): 37. http://dx.doi.org/10.22146/jag.97467.

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Girimulyo sub-district is one of the areas with high landslide risk in Kulon Progo Regency. On March 12, 2018, a landslide occurred in the area. Seven families were affected, and landslide material blocked the road. This study aims to determine slope conditions through electrical resistivity tomography (ERT) and slope stability analysis using the limit equilibrium method. Based on the interpretation of the ERT profile, it is known that a layer with a resistivity value of <5 Ωm is wet clay; 5-15 Ωm is wet silt; 15-150 Ωm is silt-to-sand; and >150 Ωm is bedrock. The sliding surface is thou

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Clifton, A. Wayne, Richard T. Yoshida, and Roy W. Chursinoff. "Regina Beach — a town on a landslide." Canadian Geotechnical Journal 23, no. 1 (1986): 60–68. http://dx.doi.org/10.1139/t86-007.

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The town of Regina Beach is constructed on landslides along the Last Mountain Lake valley, a glacial meltwater channel in south-central Saskatchewan, Canada. The landslides are retrogressive in nature and are seated in bentonitic clay shale of the Bearpaw Formation. A study was conducted at Regina Beach to determine the sensitivity of the slopes to changes in slope geometry as a result of regrading, or groundwater changes. Back-calculated shear strength was compared with values from the laboratory and from other landslides in Cretaceous bedrock shales. Modest changes in grading of the toe area

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Qin, Yi, Jin Bing Wei, Hong Chun Zheng, and Yu Long Cui. "Cause and Stability Analysis of Daomakan Lanslide in Xiangjiaba Reservoir." Applied Mechanics and Materials 204-208 (October 2012): 581–85. http://dx.doi.org/10.4028/www.scientific.net/amm.204-208.581.

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Daomakan slope, a typical ancient slope by Jingsha River, locates in Xiangjiaba Reservoir. With the rising of water level of Xiangjiaba Reservoir, Daomakan slope might pose threaten to the reservoir. Based on the detailed field investigation, the author firstly proves that Daomakan slope is an ancient landslide by the following evidences: a 1.5 meters cracked layer was found at the front of the landslide and a very deep shearing scratch appeared on the bedrock surface. Meanwhile ,the evidences above can be used to speculate that the strong earthquake is the main cause in triggering the landsli

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Kvashuk, S. V., A. I. Bogdanov, and V. S. Trapeznikov. "Dynamics of landslide processes within the Borisov Plateau of the East Manchurian Highlands." IOP Conference Series: Earth and Environmental Science 1154, no. 1 (2023): 012040. http://dx.doi.org/10.1088/1755-1315/1154/1/012040.

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Abstract The activation of unfavorable exogenous processes within the Borisov Plateau of the East Manchurian Highlands (landslides, which are the leading ones in the area, karst processes, ravine formations, etc.) is determined by the specific geological structure of the territory, in which eluvial-deluvial formations of the Quaternary age participate in the upper part of the section. They intensively change their physical and mechanical properties when moistened in a typical coastal climate, which causes unfavorable processes and phenomena that lead to deformations of artificial structures an

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Li, Gen K., and Seulgi Moon. "Topographic stress control on bedrock landslide size." Nature Geoscience 14, no. 5 (2021): 307–13. http://dx.doi.org/10.1038/s41561-021-00739-8.

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Iqbal, Javed, Xinbin Tu, and Wei Gao. "The Impact of Reservoir Fluctuations on Reactivated Large Landslides: A Case Study." Geofluids 2019 (April 15, 2019): 1–16. http://dx.doi.org/10.1155/2019/2374236.

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Filling of Xiangjiaba Reservoir Lake in the Southwest China triggered and reactivated numerous landslides due to water fluctuation. In order to understand the relationship between reservoirs and slope instability, a typical reservoir landslide (Dasha landslide) at the right bank of Jinsha River was selected as a case study for in-depth investigations. The detailed field investigations were carried out to identify the landslide with respect to its surroundings and to find out the slip surface. Boreholes were drilled to find out the subsurface lithology and the depth of failure of Dasha landslid

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Xiao, Zhuan Wen, and Lei Huang. "Analysis and Treatment of Landslide at the Tunnel Portal in Nanjing Road." Applied Mechanics and Materials 353-356 (August 2013): 686–91. http://dx.doi.org/10.4028/www.scientific.net/amm.353-356.686.

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The landslide at the tunnel portal in Nanjing Road is mainly determined by a weak intercalated layer between the completely weathered bedrock and the strongly weathered bedrock. The weak intercalated layer has low permeability and weak shear strength, and its interface dip outside of the slope. As the consequence, landslide is likely to happen again due to a rainstorm or other inducement. In order to prevent a second landslide, a comprehensive treatment scheme is presented, which implements anti-slide piles as the major treatment and several auxiliary treatments including filling and compactin

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Chen, Sheng-Chuan, Chia-Chi Chang, Hsun-Chuan Chan, Long-Ming Huang, and Li-Ling Lin. "Modeling Typhoon Event-Induced Landslides Using GIS-Based Logistic Regression: A Case Study of Alishan Forestry Railway, Taiwan." Mathematical Problems in Engineering 2013 (2013): 1–9. http://dx.doi.org/10.1155/2013/728304.

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This study develops a model for evaluating the hazard level of landslides at Alishan Forestry Railway, Taiwan, by using logistic regression with the assistance of a geographical information system (GIS). A typhoon event-induced landslide inventory, independent variables, and a triggering factor were used to build the model. The environmental factors such as bedrock lithology from the geology database; topographic aspect, terrain roughness, profile curvature, and distance to river, from the topographic database; and the vegetation index value from SPOT 4 satellite images were used as variables

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Wooten, Richard M., Corey M. Scheip, Jesse S. Hill, et al. "Responses to Landslides and Landslide Mapping on the Blue Ridge Escarpment, Polk County, North Carolina, USA." Environmental and Engineering Geoscience 28, no. 1 (2022): 25–54. http://dx.doi.org/10.2113/eeg-d-21-00022.

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ABSTRACT Landslides occur in Polk County, North Carolina, primarily along the Columbus Promontory of Blue Ridge Escarpment (BRE), which has 400 m of topographic relief and slopes typically &gt;20°. Bedrock is characterized as late Proterozoic to early Paleozoic metamorphic rocks within Paleozoic thrust sheets. On May 18, 2018, ∼200 mm of rainfall over a 3- to 4-hour period triggered numerous debris flows and slides along the BRE, causing one fatality and severe damage to homes and roads. The State Emergency Operations Center tasked the North Carolina Geological Survey to assess slope stabi

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Yamagishi, Hiromitsu, Yoji Ito, and Makoto Kawamura. "Characteristics of deep-seated landslides of Hokkaido; analyses of a database of landslides of Hokkaido, Japan." Environmental and Engineering Geoscience 8, no. 1 (2002): 35–46. http://dx.doi.org/10.2113/gseegeosci.8.1.35.

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Abstract More than 12,800 deep-seated landslides of Hokkaido were inventoried by photointerpretation, and plotted in topographic maps (Yamagishi,1993). They were later published in a database of land-slides (Yamagishi et al.,1997), which is composed of localities (latitude and longitude), scales (length, width and area), elevation, directions, and geologic lithofacies of the main scarp and underlying bedrock. Several parameters of the landslides from the database, such as frequency histograms, scale, elevation, direction and lithofacies were analyzed. As a result, landslide distribution maps f

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Liu, Fan, Yahong Deng, Tianyu Zhang, et al. "Landslide Distribution and Development Characteristics in the Beiluo River Basin." Land 13, no. 7 (2024): 1038. http://dx.doi.org/10.3390/land13071038.

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The Beiluo River Basin, situated in the central region of the Loess Plateau, frequently experiences landslide geological disasters, posing a severe threat to local lives and property. Thus, establishing a detailed database of historical landslides and analyzing and revealing their development characteristics are of paramount importance for providing a foundation for geological hazard risk assessment. First, in this study, landslides in the Beiluo River Basin are interpreted using Google Earth and ZY-3 high-resolution satellite imagery. Combined with a historical landslide inventory and field i

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