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Journal articles on the topic 'Landslide stabilization'

Author: Grafiati

Published: 4 June 2021

Last updated: 15 February 2022

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1

Ramesh, Gomasa. "Slope and Landslide Stabilization: A Review." Indian Journal of Structure Engineering 1, no. 2 (2021): 13–16. http://dx.doi.org/10.35940/ijse.a1304.111221.

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Slope stabilization is the one of important fundamental aspect for preventing landslides. For a safer design of the structure, slope stabilization is very important. There are various studies conducted on slope stabilization and landslide mitigation. Geotechnical Engineers and Structural Engineers play an important role in analyzing and designing slope stabilization and landslide mitigation and prevention. This study is also helpful for the design of slopes. The study also helps for quick assessment of slopes. This paper also explained stabilization methods and techniques for slope. This study

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2

Solsky, Stanislav V., and Sofya A. Bykovskaya. "Optimizing the landslide-prone slope stabilization." Vestnik MGSU, no. 10 (October 2019): 1258–71. http://dx.doi.org/10.22227/1997-0935.2019.10.1258-1271.

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Introduction. Nowadays, the study of landslide processes is one of the most intensive aspects of construction and maintenance of industrial and civil buildings and installations. The landslides violate the stability of foundations and entire complexes of installations, so the assessment of the stability of the slopes is the most important task before starting the construction. Currently, there is a large number of landslide classifications, which characterize the conditions of their formation, the history of geological development, their age, and structure. Normative documentation gives three

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Xie, Wan-li, Qianyi Guo, Jason Y. Wu, Ping Li, Hui Yang, and Maosheng Zhang. "Analysis of loess landslide mechanism and numerical simulation stabilization on the Loess Plateau in Central China." Natural Hazards 106, no. 1 (2021): 805–27. http://dx.doi.org/10.1007/s11069-020-04492-w.

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AbstractLoess landslides have complicated deformation mechanisms. Accurately describing the internal failure deformation of loess landslides and establishing a theoretical method of landslide instability evaluation for the prevention of subsequent landslides have become important topics in western development project construction in China. This paper presents a case study of the Zhonglou Mountain landslide in Shaanxi Province, China. Based on field investigation results, a two-dimensional stability analysis model was constructed using the finite element method. Taking the deformation character

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4

Bednarczyk, Zbigniew. "Landslide Geohazard Monitoring, Early Warning and Stabilization Control Methods." Studia Geotechnica et Mechanica 36, no. 1 (2014): 3–13. http://dx.doi.org/10.2478/sgem-2014-0001.

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Abstract This paper is a presentation of landslide monitoring, early warning and remediation methods recommended for the Polish Carpathians. Instrumentation included standard and automatic on-line measurements with the real-time transfer of data to an Internet web server. The research was funded through EU Innovative Economy Programme and also by the SOPO Landslide Counteraction Project. The landslides investigated were characterized by relatively low rates of the displacements. These ranged from a few millimetres to several centimetres per year. Colluviums of clayey flysch deposits were of a

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Hearn, Gareth James, Martin S. P. Kerridge, and Phanthoudeth Pongpanya. "Landslide costs on the national road network of Laos, with some regional implications." Quarterly Journal of Engineering Geology and Hydrogeology 54, no. 4 (2021): qjegh2021–023. http://dx.doi.org/10.1144/qjegh2021-023.

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Compared to most other countries in south and SE Asia, Laos has a low road network density and low traffic volumes. Much of the road network is located in mountainous terrain where landslides cause regular engineering damage and blockage to traffic. The wet season of 2018 was particularly severe and triggered many landslides that blocked roads for hours, and days in some cases. The cost of clearing these landslides amounted to an average of almost US$5000 per km. Because of the relatively low traffic volumes that use the mountain road network, traffic costs due to road blockage delays are gene

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Basnet, Keshav, Dhruba Wagle, Sagar Bhattarai, and Biwas Babu Sadadev. "Analysis of Slope Stability for Kaande Landslide of Phewa Watershed, Pokhara, Nepal." Technical Journal 2, no. 1 (2020): 11–21. http://dx.doi.org/10.3126/tj.v2i1.32823.

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Phewa watershed of Kaski, Nepal is constantly facing landslides and soil erosion problems. Andheri Khola sub-basin of Phewa watershed accounts the maximum amount of sediment inflow into Phewa Lake. Therefore Kaande Landslide of Andheri Khola sub-basin, located between Deurali and Paundur villages at the source zone of Andheri Khola is chosen for the slope stabilization to control the sediment flow. The main objective of the study was to analyze the slope stability condition of the landslide area for which the whole landslide area was divided into eight zones starting from the crown to the toe

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Cobos, Guillermo, Miguel Ángel Eguibar, Francisco Javier Torrijo, and Julio Garzón-Roca. "A Case Study of a Large Unstable Mass Stabilization: “El Portalet” Pass at the Central Spanish Pyrenees." Applied Sciences 11, no. 16 (2021): 7176. http://dx.doi.org/10.3390/app11167176.

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This case study presents the engineering approach conducted for stabilizing a landslide that occurred at “El Portalet” Pass in the Central Spanish Pyrenees activated due to the construction of a parking lot. Unlike common slope stabilization cases, measures projected here were aimed at slowing and controlling the landslide, and not completely stopping the movement. This decision was taken due to the slow movement of the landslide and the large unstable mass involved. The degree of success of the stabilization measures was assessed by stability analyses and data obtained from different geotechn

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8

Puzrin, Alexander M., and Andreas Schmid. "Progressive failure of a constrained creeping landslide." Proceedings of the Royal Society A: Mathematical, Physical and Engineering Sciences 467, no. 2133 (2011): 2444–61. http://dx.doi.org/10.1098/rspa.2011.0063.

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The ski resort town of St Moritz, Switzerland, is partially constructed on a large creeping landslide, which has been causing damage to buildings and infrastructure. At the town centre, the landslide is constrained by a rock outcrop, creating a compression zone in the sliding mass. After decades of gradual slowing down,s in the beginning of 1990s the landslide started to accelerate, in spite of the fact that the average yearly precipitation and the pore water pressure on the sliding surface remained fairly constant. The paper shows that a constrained creeping landslide experiences progressive

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9

Angelopoulos, A., V. J. Soulis, and V. Malandraki. "GEOLOGICAL AND GEOTECHNICAL BEHAVIOUR OF EVINOS DAM FOLLOWING THE IMPOUNDMENT." Bulletin of the Geological Society of Greece 43, no. 3 (2017): 1094. http://dx.doi.org/10.12681/bgsg.11283.

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The Evinos dam built between 1993 and 1997. The period of construction followed a period of rest until 2001. The impoundment of the Evinos Dam and the subsequent 3rd operational period took place between 2001 and 2005. The 4th period of operation commenced in February 2005 and concerns the period of regular operation of Dam Evinos after completion. During this period, sufficient data have been gathered for the evaluation of the geotechnical behaviour of both Evinos Dam itself and the stabilization works on the two landslides that occurred (Landslide of the left abutment ’93, Landslide of Ag.De

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10

Wang, Jian, Wei Zhang, Chao-yang Xie, Qian Xiao, Yu-chen Zhu, and Bo Pan. "Forecasting Disastrous Characteristics of Highway Landslides Using the Material Point Method: A Surcharge-Induced Perspective." Advances in Civil Engineering 2020 (August 7, 2020): 1–13. http://dx.doi.org/10.1155/2020/8859344.

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Precisely forecasting the disastrous characteristics of landslides can address the optimized preliminary design of the highway landslide stabilization. In this paper, taking the surcharge-induced landslides as an example, we developed the models of the material point method (MPM), a novel meshless numerical method, to calculate the large deformation of the highway landslides, with the affordable computing power. After convincing verification of the MPM model to simulate a surcharge-induced soil landslide, 32 typical postfailure scenarios were analyzed to obtain the highway landslide run-out pr

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Kogut, Janusz P. "Landslide formation modelling and surveying of the slope in unsaturated and saturated ground conditions." E3S Web of Conferences 133 (2019): 01010. http://dx.doi.org/10.1051/e3sconf/201913301010.

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The terrestrial laser scanner enables site remote sensing of the slopes in a simple and automated manner. Regular measurements with multiple scanner positioning might be applied in long term landslide monitoring. A detailed geological structural model allows for hazard assessment, and then for a slope stability assessment. Numerical model, along with the subsoil parameters, introduced into the Finite Element Method (FEM) software enables an estimation of landslide susceptibility and the possible displacements of the terrain in longer period of time, as well as, due to different loading cases.

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12

Chaulagai, Kanchan. "Stabilization Measure Adopted for Controlling Landslide: A Case Study of Upper Mai Hydroelectric Project." Hydro Nepal: Journal of Water, Energy and Environment 21 (July 18, 2017): 11–14. http://dx.doi.org/10.3126/hn.v21i0.17815.

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Stability is the key issue in landslide stabilization. Methodology and component adopted in stabilizing the slide play vital role in this regards. In many occasion, stability measure adopted for controlling slide has been found to be unsuccessful, inadequate causing not only the safety risk but also huge economic loss. This paper describe history, effects, causes, stabilization measures and effectiveness of these measures played for controlling landslide of headwork area of Upper Mai Hydroelectric Project. The pioneering solution applied for landslide stabilization such as application of rock

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13

Shoaib, Muhammad, Wang Yang, Yang Liang, and Gohar Rehman. "Stability and Deformation Analysis of Landslide under Coupling Effect of Rainfall and Reservoir Drawdown." Civil Engineering Journal 7, no. 7 (2021): 1098–111. http://dx.doi.org/10.28991/cej-2021-03091713.

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Landslides, a devastating hazard, continue to happen, affecting the lives of thousands of people each year. Fluctuation in the Reservoir Water Level (FRWL) is one of the leading features disturbing the slope stability in reservoir areas, drawdown is more crucial than the rise to the stability of landslide. Latest studies grounded on field investigation and monitoring data propose that landslides in reservoir areas are initiated not solely by one issue like precipitation or FRWL, however conjointly by their joint actions. Zhulinwan landslide in Chongqing, China, Three Gorges Reservoir (TGR) are

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14

Dobiašová, Dagmar, Jozef Streďanský, and Lucia Tátošová. "DETERMINANTS OF SLOPE STABILITY REDUCTION / DETERMINANTY ZNI ŽOVANIA STABILITY SVAHU." Acta Horticulturae et Regiotectuare 16, no. 2 (2013): 29–32. http://dx.doi.org/10.2478/ahr-2013-0007.

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Abstract The formation or activation of landslide movements in Podtatranska kotlina is quite common, as it is flysh and volcanic area. There is a high incidence of sandstones in this area. The sandstones crumble and weather, and this is the reason why the subsoil becomes unstable. The rainfall is accumulated, and there is a danger of soil sliding down. There was located groundwater level in the central part of the slope (in the height of 30 cm), and in some parts, the water accumulation occurred in the depression places on the landslide body. There were created small landslide lakes, where the

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15

Xiao, Shi Guo, and Jing Yang. "Internal Forces of Double-Row Pile Slope Stabilization Systems Influenced by of Pile Row Separation." Advanced Materials Research 168-170 (December 2010): 127–32. http://dx.doi.org/10.4028/www.scientific.net/amr.168-170.127.

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A double-row anti-slide pile system can effectively control large landslide thrusts within a large-scale talus landslide. In such a system, the separation of the up-slope and down-slope rows of piles is a key factor that impacts the distribution of their internal forces. Common large-scale talus landslides, which are characterized by a curved slip surface that is gentle in the front and steep in the rear, are discussed in this paper. The mechanical characteristics of double piles positioned at a net separation between rows of 23.8a (where a is the length of the long side of rectangular cross s

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16

Macciotta, Renato, and Michael T. Hendry. "Remote Sensing Applications for Landslide Monitoring and Investigation in Western Canada." Remote Sensing 13, no. 3 (2021): 366. http://dx.doi.org/10.3390/rs13030366.

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Transportation infrastructure in mountainous terrain and through river valleys is exposed to a variety of landslide phenomena. This is particularly the case for highway and railway corridors in Western Canada that connect towns and industries through prairie valleys and the Canadian cordillera. The fluidity of these corridors is important for the economy of the country and the safety of workers, and users of this infrastructure is paramount. Stabilization of all active slopes is financially challenging given the extensive area where landslides are a possibility, and monitoring and minimization

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17

Yu, Yang, Xingmin Li, Xiaohua Pan, and Qing Lü. "A Robust and Efficient Method of Designing Piles for Landslide Stabilization." Environmental and Engineering Geoscience 26, no. 4 (2020): 481–92. http://dx.doi.org/10.2113/eeg-2333.

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ABSTRACT Stabilizing pile is a widely used method to reduce the development of large-scale landslides. Optimizing the pile geometry is a great challenge in the design of stabilizing piles with the purpose of cost-effectiveness, especially for soil strength parameters with large uncertainty. The objective of this study is to propose a robust and efficient method of designing piles for landslide stabilization with the consideration of the safety of slope, uncertainty of soil parameters, and cost of stabilizing piles. A new response surface, which incorporates soil parameters and stabilizing forc

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18

Seyed Ata Ollah, Hosseini, Shahroodi Elham Fazeli, Lotfalian Majid, and Parsakhoo Aidin. "Evaluating the effect of biological stabilization on landslide control at the edge of forest road." Journal of Forest Science 63, No. 11 (2017): 496–502. http://dx.doi.org/10.17221/99/2017-jfs.

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Landslide is one of the negative sides of building non-standard roads in forest areas. The aim of the present study was to assess the effect of biological stabilization on landslide at the edge of forest roads in south and north aspects. For this purpose, in Neka forest (Mazandaran province) three treatments including control, sliding and stabilized areas covered by 35-years-old even-aged alder trees were selected. Benchmarking and soil sampling were conducted during three periods including July, November after rainfall events and March after rainfall events. The results showed that the mean m

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19

Bednarczyk, Zbigniew. "Evaluating Landslide Remediation Methods Used in the Carpathian Mountains, Poland." Environmental and Engineering Geoscience 25, no. 4 (2019): 272–88. http://dx.doi.org/10.2113/eeg-2158.

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ABSTRACT The aim of this study was to evaluate the results of landslide remediation in the Polish Carpathians. The research for safeguarding the roads and infrastructure was conducted in the years 2005–2018 in nine landslide areas. The interpretation of engineering geology conditions was complex due to the soil-rock nature of the flysch sediment. Movements were activated after heavy rainfalls. In two cases, triggers were connected with the undercutting of the slope or external loading. The research methods included mapping, drilling, index, oedometer, direct shear tests, ground-penetrating rad

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Carrión-Mero, Paúl, Néstor Montalván-Burbano, Fernando Morante-Carballo, Adolfo Quesada-Román, and Boris Apolo-Masache. "Worldwide Research Trends in Landslide Science." International Journal of Environmental Research and Public Health 18, no. 18 (2021): 9445. http://dx.doi.org/10.3390/ijerph18189445.

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Landslides are generated by natural causes and by human action, causing various geomorphological changes as well as physical and socioeconomic loss of the environment and human life. The study, characterization and implementation of techniques are essential to reduce land vulnerability, different socioeconomic sector susceptibility and actions to guarantee better slope stability with a significant positive impact on society. The aim of this work is the bibliometric analysis of the different types of landslides that the United States Geological Survey (USGS) emphasizes, through the SCOPUS datab

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Pronko, Nina Anatolyevna, Victor Vladislavovich Korsak, and Lyudmila Vladimirovna Semykina. "The solution of landslide problems in the Saratov region." Agrarian Scientific Journal, no. 1 (January 22, 2020): 68–73. http://dx.doi.org/10.28983/asj.y2020i1pp68-73.

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They are presented data on the development of landslide processes in the Saratov region, the territory of which is one of the most landslide hazardous due to geological, tectonic and hydrogeological conditions, deep rugged terrain, active erosion, climatic features and anthropogenic factors. The directions of solving the problem of reducing the negative impact of landslides on the condition of territories are shown, the main of which are identification and assessment of the threat, stabilization and retention of the landslide massif. The landslide hazard is determined on the basis of geotechni

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Liu, Shuhao, Samuele Segoni, Federico Raspini, et al. "Satellite InSAR as a New Tool for the Verification of Landslide Engineering Remedial Works at the Regional Scale: A Case Study in the Three Gorges Resevoir Area, China." Applied Sciences 10, no. 18 (2020): 6435. http://dx.doi.org/10.3390/app10186435.

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Several countries worldwide are funding large-scale programs to mitigate landslide risk by implementing engineering remedial works. However, the overall effectiveness of such measures is rarely monitored, and they are typically performed at the slope scale without fully exploiting the wide-area capabilities of remote sensing technologies. A multi-scale and multi-source monitoring procedure for evaluating the slope stability and the effectiveness of related remedial works was proposed in this study and applied in the middle section of the Three Gorges Reservoir Area (TGRA), China. The area is h

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Alexiew, Dimiter, Anton Plankel, and Graham Thomson. "A geogrid-reinforced landslide stabilization: 20 years passed." Japanese Geotechnical Society Special Publication 2, no. 30 (2016): 1094–98. http://dx.doi.org/10.3208/jgssp.oth-18.

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Singh, Ashish Kumar. "Bioengineering techniques of slope stabilization and landslide mitigation." Disaster Prevention and Management: An International Journal 19, no. 3 (2010): 384–97. http://dx.doi.org/10.1108/09653561011052547.

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25

Naithani, Ajay K., and P. C. Nawani. "Landslide hazard zonation mapping of Tapovan - Helong hydropower project area, Garhwal Himalaya, India, using univariate statistical analysis." Journal of Nepal Geological Society 39 (September 25, 2009): 59–76. http://dx.doi.org/10.3126/jngs.v39i0.31488.

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Landslide hazard zonation mapping of Tapovan - Helong area of Garhwal Himalaya, where a hydropower scheme of 520 MW is proposed on Dhauli Ganga was carried out. The study area lies in the Main Central Thrust (MCT) zone, which receives majority of the southwest summer Monsoon. The study area belongs to Central Crystalline zone consisting of medium to high grade-quartz-plagioclase-muscovite-biotite-garnet-kyanite and sillimanite bearing crystalline rocks. In the present study statistical analysis of various geo-environmental factors such as the lithology, slope, structure, relative relief, landu

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Bardel, Tomasz. "Landslides stabilization - optimise solutions or maximize costs - case study." Science, Technology and Innovation 3, no. 2 (2018): 1–8. http://dx.doi.org/10.5604/01.3001.0012.7714.

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The stabilization of landslide is usually very costly, which is why optimal slope reinforcement should be based on exact geological investigations. The described case of a small landslide on the road in the Carpathians presents the process of documenting, stability analysis and design solutions for slope reinforcement. Depth of slip surface was the most important information for slope reinforcement first-design. Collapsed slope was subjected to re-analysis of stability, taking into account additional data already obtained during slope reinforcement. Stability modeling results indicate a differ

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Li, Songlin, Qiang Xu, Minggao Tang, Huajin Li, He Yang, and Yong Wei. "Centrifuge Modeling and the Analysis of Ancient Landslides Subjected to Reservoir Water Level Fluctuation." Sustainability 12, no. 5 (2020): 2092. http://dx.doi.org/10.3390/su12052092.

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Landslides are among the most severe natural hazards with significant impacts in human life and infrastructure. The Three Gorges Reservoir Area (TGRA) is vulnerable to landslides because of the geological environment and human activities. A centrifuge model test of a landslide with a planar sliding surface in the TGRA was conducted. Based on the multiple monitoring systems composed of a 3D laser scanner, pore water pressure transducers, particle image velocimetry and earth pressure sensors, multiphysical data were obtained. The work described here had the objective of researching the long-term

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Cotecchia, Federica, Rossella Petti, Dario Milella, and Piernicola Lollino. "Design of Medium Depth Drainage Trench Systems for the Mitigation of Deep Landsliding." Geosciences 10, no. 5 (2020): 174. http://dx.doi.org/10.3390/geosciences10050174.

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For those slopes where the piezometric regime acts as internal landslide predisposing factor, drainage may represent a more effective mitigation measure than other structural interventions. However, drainage trenches have been generally considered as mitigation measure solely for shallow landslides. More recently, instead, some authors show that the variation in piezometric conditions at large depth is not negligible when medium depth drainage trenches are involved. The paper presents the results of finite element analyses of the transient seepage induced by the installation of systems of drai

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Tang, Lin, Xiao Wu Tang, and Wei Liu. "A Case Study of Effect of Horizontal Drains on Rainfall-Induced Landslide." Advanced Materials Research 250-253 (May 2011): 1834–37. http://dx.doi.org/10.4028/www.scientific.net/amr.250-253.1834.

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Rainfall-induced landslides are of frequent occurrence in the south of China. One of the most effective methods to stabilize landslides is to lower the groundwater table by installing horizontal drain. A shallow landslide caused by typhoon Morakot happened along Shangyu - Sanmen Expressway in Zhejiang. Horizontal drains were installed and served as an important part of the slope stabilization scheme. The relationship among rainfall intensity, groundwater level, and slope stability was indicated by field monitoring data. Using software GeoStudio, the stability states of the original slope under

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Black, Brent A., George Machan, and Michael Poelma. "Horizontal Drains in a Clay–Landslide Stabilization Test Program." Transportation Research Record: Journal of the Transportation Research Board 2116, no. 1 (2009): 35–40. http://dx.doi.org/10.3141/2116-05.

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Frangov, Georgi, and Margarita Hamova. "Landslide Stabilization on a Mountain Road in North Bulgaria." IABSE Symposium Report 90, no. 6 (2005): 29–34. http://dx.doi.org/10.2749/222137805796271071.

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Bartz, James R., C. Derek Martin, and Michael T. Hendry. "Design procedure for landslide stabilization using sheet pile ribs." Canadian Geotechnical Journal 56, no. 4 (2019): 514–25. http://dx.doi.org/10.1139/cgj-2018-0082.

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A design procedure was developed for a relatively unknown slope stabilization technique consisting of a series of parallel sheet piles installed parallel to the direction of slope movement. This technique was introduced in Alberta by R.M. Hardy in the 1970s and is locally referred to as “Hardy Ribs.” A case study is discussed where Canadian National (CN) Rail installed Hardy Ribs to stabilize a landslide affecting its rail line in western Manitoba. A proposed design procedure is discussed that consists of a de-coupled approach with a separate limit equilibrium slope stability analysis and late

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Ukleja, Janusz. "Stabilization of Landslides Sliding Layer Using Electrokinetic Phenomena and Vacuum Treatment." Geosciences 10, no. 8 (2020): 284. http://dx.doi.org/10.3390/geosciences10080284.

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The article presents the efficiency of application of cohesive soil dewatering for increasing its resistance to shearing, which influences the mass stability of flysch rock. Studies of the typical soil constituting the contact layer initiating the sliding of existing Carpathian flysch landslides were conducted. This aspect was examined because the water content of this soil decides its ability to form a sliding surface of the landslide block soil. The soil was subjected to changes in water content by dewatering with different methods. The influence of dewatering by self-acting gravitational ou

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34

Lee, Edward Mark, and David Peter Giles. "Chapter 4 Landslide and slope stability hazard in the UK." Geological Society, London, Engineering Geology Special Publications 29, no. 1 (2020): 81–162. http://dx.doi.org/10.1144/egsp29.4.

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AbstractWith its rich lithological variation, upland, lowland and coastal settings, and past climatic changes, the UK presents a wide variety of landslide features that can pose significant hazards to people, construction and infrastructure, or simply add to landscape character and conservation value of an area. This chapter describes and defines the nature and extent of this landsliding; the causes, effects and geological controls on failure; and their mitigation and stabilization. A risk-based approach to landslide management is outlined with qualitative and semi-quantitative methodologies d

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Roslee, Rodeano, Ahmad Nazrul Madri, and Mohd Fauzi Zikiri. "LANDSLIDE VULNERABILITY ASSESMENT (LVAs) IN LUYANG AREA, KOTA KINABALU, SABAH, MALAYSIA." Environment & Ecosystem Science 4, no. 2 (2020): 100–104. http://dx.doi.org/10.26480/ees.02.2020.100.104.

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Landslide issues in Malaysia is successfully attract the interest and attention of stakeholders and the community of scientists to reduce the risk. Landslides are influenced by many factors that range from the intensity, duration and extent of a triggering factor (e.g. earthquake and rainfall) to the local physical conditions such as landform, morphological, geological materials and structures, hydrological and land uses. In this paper, we present the results of the Landslide Vulnerability Assessment (LVAs). Vulnerability is defined as the degree of losses of a given element at risk of being e

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Bernardie, Séverine, Rosalie Vandromme, Yannick Thiery, et al. "Modelling landslide hazards under global changes: the case of a Pyrenean valley." Natural Hazards and Earth System Sciences 21, no. 1 (2021): 147–69. http://dx.doi.org/10.5194/nhess-21-147-2021.

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Abstract. Several studies have shown that global changes have important impacts in mountainous areas, since they affect natural hazards induced by hydrometeorological events such as landslides. The present study evaluates, through an innovative method, the influence of both vegetation cover and climate change on landslide hazards in a Pyrenean valley from the present to 2100. We first focused on assessing future land use and land cover changes through the construction of four prospective socioeconomic scenarios and their projection to 2040 and 2100. Secondly, climate change parameters were use

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Santi, Paul M., C. Dale Elifrits, and James A. Liljegren. "Design and Installation of Horizontal Wick Drains for Landslide Stabilization." Transportation Research Record: Journal of the Transportation Research Board 1757, no. 1 (2001): 58–66. http://dx.doi.org/10.3141/1757-07.

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Suits, L. D., T. C. Sheahan, and V. Fioravante. "Physical Modeling of Landslide Stabilization Methods in an Overconsolidated Clay." Geotechnical Testing Journal 31, no. 2 (2008): 100001. http://dx.doi.org/10.1520/gtj100001.

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Emeka, Okoli Jude, Haslinda Nahazanan, Bahareh Kalantar, Zailani Khuzaimah, and Ojogbane Success Sani. "Evaluation of the Effect of Hydroseeded Vegetation for Slope Reinforcement." Land 10, no. 10 (2021): 995. http://dx.doi.org/10.3390/land10100995.

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A landslide is a significant environmental hazard that results in an enormous loss of lives and properties. Studies have revealed that rainfall, soil characteristics, and human errors, such as deforestation, are the leading causes of landslides, reducing soil water infiltration and increasing the water runoff of a slope. This paper introduces vegetation establishment as a low-cost, practical measure for slope reinforcement through the ground cover and the root of the vegetation. This study reveals the level of complexity of the terrain with regards to the evaluation of high and low stability a

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Bozo, Luljeta, and Kujtim Cela. "Problems with Landslide Stabilization of Dukat in the Road Vlora – Saranda." Procedia Engineering 143 (2016): 1435–42. http://dx.doi.org/10.1016/j.proeng.2016.06.169.

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Omar, RC, INZ Baharuddin, Hairin Taha, R. Roslan, Hazwani NK, and Muzad MF. "Slope Stability Analysis of Granitic Residual Soil Using SLOPE/W, Resistivity and Seismic." International Journal of Engineering & Technology 7, no. 4.35 (2018): 172. http://dx.doi.org/10.14419/ijet.v7i4.28.22355.

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There are many factors that influence slope failure such as natural disasters and human activities. Amongst the major causes are the rise of groundwater and infiltration of prolonged and antecedent rainfalls. Together with its geographical condition; high lands and mountains, Malaysia is prone to have landslides especially at the Main Range area where most of the soil is residual soil. This study investigated a slope which had a history of landslide due to circular failure landslide using Slope/W, resistivity and seismic surveys to determine the physical and mechanical properties of the on-sit

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Zabuski, Lesław, Giulia Bossi, and Gianluca Marcato. "Influence of the Geometry Alteration of the Landslide Slope on its Stability: A Case Study in the Carnian Alps (Italy)." Archives of Hydro-Engineering and Environmental Mechanics 64, no. 2 (2017): 101–14. http://dx.doi.org/10.1515/heem-2017-0007.

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Abstract The paper presents the principles of the slope reprofiling and proves the effectiveness of this stabilization measure. The case study of two adjacent landslides in the National Road 52 “Carnica” in the Tagliamento River valley, the Carnian Alps (46°23′49″N, 12°42′51″E) are the example allowing for illustration of this approach. The phenomena have been studied for more than a decade, making it possible to carry out a detailed geological and geomorphological reconstruction. That was done on the basis of a large amount of monitoring data collected during that period. Since the landslides

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Mourtzas, N. D., and E. Sotiropoulos. "Palaeotectonic environment and landslide phenomena in the area of Malakasa, Greece." Bulletin of the Geological Society of Greece 47, no. 4 (2013): 1805. http://dx.doi.org/10.12681/bgsg.11060.

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The extended landslide of Malakasa area, located 35km to the North of Athens, occurred in a neopalaeozoic schist-sandstone klippe, a complex Palaeotectonic environment in the northern roots of Parnitha Mt. Due to this failure, railway line and highway connection between Athens and central and North Greece were cut off. In this paper, it is attempted to approach the landslide mechanism based on: (i) the kinematic data on the failure surface, (ii) the morphological features of the surface, (iii) the movement vectors, and (iv) the lithostratigraphy and hydro-geological features of the sliding mas

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PLANKEL, Anton, and Dimiter ALEXIEW. "Landslide stabilization with geogrids in Lech: a pioneer project 25 years ago." ce/papers 2, no. 2-3 (2018): 493–98. http://dx.doi.org/10.1002/cepa.719.

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Turner, John P., and Wayne G. Jensen. "Landslide Stabilization Using Soil Nail and Mechanically Stabilized Earth Walls: Case Study." Journal of Geotechnical and Geoenvironmental Engineering 131, no. 2 (2005): 141–50. http://dx.doi.org/10.1061/(asce)1090-0241(2005)131:2(141).

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Guemache, Mehdi A., Jean-Luc Chatelain, Djamel Machane, Sihem Benahmed, and Leila Djadia. "Failure of landslide stabilization measures: The Sidi Rached viaduct case (Constantine, Algeria)." Journal of African Earth Sciences 59, no. 4-5 (2011): 349–58. http://dx.doi.org/10.1016/j.jafrearsci.2011.01.005.

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Brambilla, Mattia. "The impact of landslide stabilization on birds: Insights from an Alpine valley." Ecological Engineering 147 (March 2020): 105766. http://dx.doi.org/10.1016/j.ecoleng.2020.105766.

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Deng, J. H., L. G. Tham, C. F. Lee, and Z. Y. Yang. "Three-dimensional stability evaluation of a preexisting landslide with multiple sliding directions by the strength-reduction technique." Canadian Geotechnical Journal 44, no. 3 (2007): 343–54. http://dx.doi.org/10.1139/t06-115.

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Landslide 1 is located on the right bank of the downstream side of the dam for Hongjiadu Hydropower Station in Guizhou Province, China. In view of its close proximity to important workings, the stability of the slide is of great concern. Ground investigation showed that the slide is potentially unstable and has two sliding directions. Reinforcement mainly by piles was proposed as the stabilization measure, but two key questions were raised during the design of the piles. (1) How could the stability of the slope be evaluated, as there are two major sliding directions? (2) How could the shear st

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Matti, Boris, Laurent Tacher, and Stephane Commend. "Modelling the efficiency of a drainage gallery work for a large landslide with respect to hydrogeological heterogeneity." Canadian Geotechnical Journal 49, no. 8 (2012): 968–85. http://dx.doi.org/10.1139/t2012-061.

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This study describes transient hydrogeological and geomechanical models realized jointly in 2006 by the Geolep office (Géologie de l’Ecole Polytechnique) of the Polytechnical School of Lausanne (EPFL) and GeoMod SA within the framework of the stabilization work of the La Frasse landslide (Vaud, Switzerland). These models evaluate the impact of a deep drainage gallery with subvertical drainage boreholes towards the surface in terms of reduction of the deformation velocities and increase of the landslide’s factor of safety. The paper presents the effect of different pipe spacing of the drainage

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Michalski, Andrzej. "Slope stability analysis with geo 5 software for “Łaski” Landslide in Międzybrodzie Bialskie." Contemporary Trends in Geoscience 2, no. 1 (2013): 34–40. http://dx.doi.org/10.2478/ctg-2014-0005.

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Abstract Abstract. Numerical modeling is an important tool to estimate slope stability. This publication shows application of a GEO 5 - slope stability software to evaluate stability of the “Łaski” Landslide in Międzybrodzie Bialskie. The slide surfaces, which were indentified in drill cores, were used to compute factors of safety (FS). The data from inclinometric measurements were used to verify the numerical model of the landslide. Calculations were carried out for three scenarios: first with normal water level, second scenario with lowered water level of 5 m and 10 m and the third scenario

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