Relevant bibliographies by topics / Landslide protection

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  2. Dissertations / Theses
  3. Books
  4. Book chapters
  5. Conference papers
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Academic literature on the topic 'Landslide protection'

Author: Grafiati
Published: 4 June 2021
Last updated: 1 February 2022

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Journal articles on the topic "Landslide protection"

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Slyusarenko, Yuriy, Volodymyr Tytarenko, Valerii Shuminskiy, and Yuriy Vynnykov. "Designing of buildings and structures at land sliding and slide hazardous segments of slopes." ACADEMIC JOURNAL Series: Industrial Machine Building, Civil Engineering 2, no. 51 (October 12, 2018): 124–31. http://dx.doi.org/10.26906/znp.2018.51.1303.

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The main document of the regulatory framework for the design of buildings and structures on landslide and landslide-prone areas is DBN.1.1-46:2017 «Engineering protection of territories, buildings and structures from landslides and landslides. The main provisions» and the state standard DSTU-N B V.1.1-37:2016, «Manual on engineering protection of territories, buildings and structures from landslides and landslips». In development of the provisions of this set of regulatory framework, a number of regulations and standards have been developed to ensure the construction of buildings and structures on landslide and landslide-prone areas, considering the complex geological and hydro geological conditions of the construction site.
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Elena, LIBERATOSCIOLI, VAN WESTEN Cees J., and SOLDATI Mauro. "Assessment of landslide susceptibility for civil protection purposes by means of GIS and statistical analysis: lessons from the Province of Modena, Italy." Revista de Geomorfologie 19, no. 1 (December 29, 2017): 29–43. http://dx.doi.org/10.21094/rg.2017.009.

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This paper is focused on the analysis of landslide susceptibility for civil protection purposes. A methodology was developed and applied to support measures aiming at landslide risk mitigation. It is based on GIS and the Weight of Evidence (WofE) method, which was preferred among several other statistical approaches because it is suitable for large areas, easy to interpret and simple to program. The latter feature is important for implementing a GIS tool aimed to facilitate Civil Protection in the updating of susceptibility maps. An application of the methodology was performed in a mountainous and hilly area of the Northern Apennines (Italy) located in the Province of Modena where landslides are a critical issue in terms of civil protection due to the recurrent damages to buildings, roads and infrastructures. According to the Region Emilia-Romagna Landslide Inventory Map (RER LIM), shallow slides and earth flows are by far the most widespread mass movement types. Hence, the susceptibility assessment concerned these two types of movements. The choice of the training set, based on active landslides, took into account possible limitations of the input data. The predisposing factors were lithology, slope, curvature, Slope Position Index, aspect, land use, distance from roads. The validation was conducted through the PRC and SRC curves, and direct checking (comparison with past occurrences, multi-temporal orthophotos and field surveys). The resulting models predicted the location of landslides in an acceptable manner. One map for each type of landslides was produced and afterwards they were combined in a single document to improve their intelligibility in a civil protection framework.
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Li, Song, Yi Bai, Yongjun Long, and Maoqiang Wang. "GIS-supported evaluation of landslide susceptibility in the karst mountainous area：A case study in Wudang, Guiyang." E3S Web of Conferences 143 (2020): 02032. http://dx.doi.org/10.1051/e3sconf/202014302032.

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Landslide is the main disaster in the mountainous area. Based on landslide information content models of remote sensing, the work used the aerial and space remote sensing of UltraCamXp WA, Beijing-1 and Landsat images in Wudang, Guiyang to obtain the relative relief, slope, curvature of bedding slope, LUCC, geology and TWI. Finally, we analyzed the spatial susceptibility in the research area. Results showed that there were 42, 56 and 46 potential landslide groups in the high, higher and medium risk regions. The controlling factors of landslides in Wudang, Guiyang refer to the precipitation and precipitation intensity. The densely-populated regions also have the high risk of landslide, and the risk of landslide generally decreases from cities to rural areas. Through the space prediction research of landslide disasters, it is expected to provide valuable protection for regional security and harmonious development, and then sustainable development of Guizhou Province.
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Harrison, John Franklin, and Chih-Hua Chang. "Sustainable Management of a Mountain Community Vulnerable to Geohazards: A Case Study of Maolin District, Taiwan." Sustainability 11, no. 15 (July 30, 2019): 4107. http://dx.doi.org/10.3390/su11154107.

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This study investigates community-based landslide mitigation planning. The combination of a landslide susceptibility index (LSI) model, landslide inventory datasets, and field work is used to identify hazard-prone areas in Maolin District, Taiwan. Furthermore, to identify the challenges and opportunities affecting the sustainable development of mountain communities, a pilot survey was conducted in three such communities (Dona Village, Wanshan Village, and Maolin Village). The results reveal that there are two types of significant mass movement in such areas: debris avalanche and debris flow. The results also show that the LSI map and multi-temporal landslide inventory datasets correlate with landslide locations. Meander is identified as an important factor in landslide activity. The questionnaire results show that the residents of the study area lack awareness of and access to information related to landslide activity. Similarly, the local residents favor increased environmental protection, working within their community, and additional government spending in regard to managing geohazards. To increase the resilience of the community, an improved landslide susceptibility map is proposed based on the output of the results. Thus, this research improves upon the process of identifying, supporting, and bettering the management of communities prone to landslides.
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Soma, Andang Suryana, and Tetsuya Kubota. "Landslide susceptibility map using certainty factor for hazard mitigation in mountainous areas of Ujung-loe watershed in South Sulawesi." Forest and Society 2, no. 1 (April 26, 2018): 79. http://dx.doi.org/10.24259/fs.v2i1.3594.

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This study aims to build a landslide susceptibility map (LSM) by using certainty factor (CF) models for mitigation of landslide hazards and mitigation for people who live near to the forest. In the study area, the mountainous area of the Ujung-loe watersheds of South Sulawesi, Indonesia, information on landslides were derived from aerial photography using time series data images from Google Earth Pro© from 2012 to 2016 and field surveys. The LSM was built by using a CF model with eleven causative factors. The results indicated that the causative factor with the highest impact on the probability of landslide occurrence is the class of change from dense vegetation to sparse vegetation (4-1), with CF value 0.95. The CF method proved to be an excellent method for producing a landslide susceptibility map for mitigation with an area under curve (AUC) success rate of 0.831, and AUC predictive rate 0.830 and 85.28% of landslides validation fell into the high to very high class. In conclusion, correlations between landslide occurrence with causative factors shows an overall highest LUC causative factor related to the class of change from dense vegetation to sparse vegetation, resulting in the highest probability of landslide occurrence. Thus, forest areas uses at these locations should prioritize maintaining dense vegetation and involving the community in protection measures to reduce the occurrence of landslide risk. LSM models that apply certainty factors can serve as guidelines for mitigation of people living in this area to pay attention to landslide hazards with high and very high landslide vulnerability and to be careful to avoid productive activities at those locations.
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Lei, Xinxiang, Wei Chen, and Binh Thai Pham. "Performance Evaluation of GIS-Based Artificial Intelligence Approaches for Landslide Susceptibility Modeling and Spatial Patterns Analysis." ISPRS International Journal of Geo-Information 9, no. 7 (July 17, 2020): 443. http://dx.doi.org/10.3390/ijgi9070443.

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The main purpose of this study was to apply the novel bivariate weights-of-evidence-based SysFor (SF) for landslide susceptibility mapping, and two machine learning techniques, namely the naïve Bayes (NB) and Radial basis function networks (RBFNetwork), as benchmark models. Firstly, by using aerial photos and geological field surveys, the 263 landslide locations in the study area were obtained. Next, the identified landslides were randomly classified according to the ratio of 70/30 to construct training data and validation models, respectively. Secondly, based on the landslide inventory map, combined with the geological and geomorphological characteristics of the study area, 14 affecting factors of the landslide were determined. The predictive ability of the selected factors was evaluated using the LSVM model. Using the WoE model, the relationship between landslides and affecting factors was analyzed by positive and negative correlation methods. The above three hybrid models were then used to map landslide susceptibility. Thirdly, the ROC curve and various statistical data (SE, 95% CI and MAE) were used to verify and compare the predictive power of the model. Compared with the other two models, the Sysfor model had a larger area under the curve (AUC) of 0.876 (training dataset) and 0.783 (validation dataset). Finally, by quantitatively comparing the susceptibility values of each pixel, the differences in spatial morphology of landslide susceptibility maps were compared, and the model was found to have limitations and effectiveness. The landslide susceptibility maps obtained by the three models are reasonable, and the landslide susceptibility maps generated by the SysFor model have the highest comprehensive performance. The results obtained in this paper can help local governments in land use planning, disaster reduction and environmental protection.
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Batar, Amit Kumar, and Teiji Watanabe. "Landslide Susceptibility Mapping and Assessment Using Geospatial Platforms and Weights of Evidence (WoE) Method in the Indian Himalayan Region: Recent Developments, Gaps, and Future Directions." ISPRS International Journal of Geo-Information 10, no. 3 (February 27, 2021): 114. http://dx.doi.org/10.3390/ijgi10030114.

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The Himalayan region and hilly areas face severe challenges due to landslide occurrences during the rainy seasons in India, and the study area, i.e., the Rudraprayag district, is no exception. However, the landslide related database and research are still inadequate in these landslide-prone areas. The main purpose of this study is: (1) to prepare the multi-temporal landslide inventory map using geospatial platforms in the data-scarce environment; (2) to evaluate the landslide susceptibility map using weights of evidence (WoE) method in the Geographical Information System (GIS) environment at the district level; and (3) to provide a comprehensive understanding of recent developments, gaps, and future directions related to landslide inventory, susceptibility mapping, and risk assessment in the Indian context. Firstly, 293 landslides polygon were manually digitized using the BHUVAN (Indian earth observation visualization) and Google Earth® from 2011 to 2013. Secondly, a total of 14 landslide causative factors viz. geology, geomorphology, soil type, soil depth, slope angle, slope aspect, relative relief, distance to faults, distance to thrusts, distance to lineaments, distance to streams, distance to roads, land use/cover, and altitude zones were selected based on the previous study. Then, the WoE method was applied to assign the weights for each class of causative factors to obtain a landslide susceptibility map. Afterward, the final landslide susceptibility map was divided into five susceptibility classes (very high, high, medium, low, and very low classes). Later, the validation of the landslide susceptibility map was checked against randomly selected landslides using IDRISI SELVA 17.0 software. Our study results show that medium to very high landslide susceptibilities had occurred in the non-forest areas, mainly scrubland, pastureland, and barren land. The results show that medium to very high landslide susceptibilities areas are in the upper catchment areas of the Mandakini river and adjacent to the National Highways (107 and 07). The results also show that landslide susceptibility is high in high relative relief areas and shallow soil, near thrusts and faults, and on southeast, south, and west-facing steep slopes. The WoE method achieved a prediction accuracy of 85.7%, indicating good accuracy of the model. Thus, this landslide susceptibility map could help the local governments in landslide hazard mitigation, land use planning, and landscape protection.
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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 ways of slope slump control: preventive, restricting, and liquidation ones. However, this source does not give systematic validity of the engineering solutions. The study sets the following tasks: to develop an algorithm for the optimal choice of rational slope strengthening in landslide construction conditions and to test it with a specific example. Materials and methods. The study analyzed the publications on theoretical and practical experience in dealing with landslides as well as normative documents. Numerical simulation methods were used to calculate the slope stability when testing the algorithm. Results. Using the introduced classification, the study presented an algorithm that makes it possible to choose a rational way of slope strengthening under landslide construction conditions. The concept of the algorithm allows step-by-step approximating parameters of a landslide-prone slope model to the real conditions, on the one hand, and selecting the most reasonable anti-landslide measures, on the other hand. The developed algorithm was tested on the territory of a large industrial complex situated on river overflood plain fringes. By applying the value engineering comparison of several slope stabilization variants, the research has taken the most optimal one of them for realization. Conclusions. The study developed the author’s classification and algorithm for the selection of optimal design solutions to stabilize landslide-prone slopes or slants. Successful approbation of the algorithm confirmed its practical applicability. The algorithm allows choosing the most effective complex for protection against landslides.
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Razakova, Maira, Alexandr Kuzmin, Igor Fedorov, Rustam Yergaliev, and Zharas Ainakulov. "Methods of calculating landslide volume using remote sensing data." E3S Web of Conferences 149 (2020): 02009. http://dx.doi.org/10.1051/e3sconf/202014902009.

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The paper considers the issues of calculating the volume of the landslide from remote sensing data. The main methods of obtaining information during research are field observations. The most important results of field studies are quantitative estimates, such as the volume of the embankment resulting from a landslide, morphometric indicators, etc. The study of a remote and remote object was carried out by remote methods using aerial photographs in the Ile Alatau foothills at 1,600 meters above sea level. The obtained materials from the mudflow survey will be useful in developing solutions to mitigate the effects of disasters and in the design of measures for engineering protection from landslides.
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Mondini, Alessandro, Michele Santangelo, Margherita Rocchetti, Enrica Rossetto, Andrea Manconi, and Oriol Monserrat. "Sentinel-1 SAR Amplitude Imagery for Rapid Landslide Detection." Remote Sensing 11, no. 7 (March 29, 2019): 760. http://dx.doi.org/10.3390/rs11070760.

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Despite landslides impact the society worldwide every day, landslide information is inhomogeneous and lacking. When landslides occur in remote areas or where the availability of optical images is rare due to cloud persistence, they might remain unknown, or unnoticed for long time, preventing studies and hampering civil protection operations. The unprecedented availability of SAR C-band images provided by the Sentinel-1 constellation offers the opportunity to propose new solutions to detect landslides events. In this work, we perform a systematic assessment of Sentinel-1 SAR C-band images acquired before and after known events. We present the results of a pilot study on 32 worldwide cases of rapid landslides entailing different types, sizes, slope expositions, as well as pre-existing land cover, triggering factors and climatic regimes. Results show that in about eighty-four percent of the cases, changes caused by landslides on SAR amplitudes are unambiguous, whereas only in about thirteen percent of the cases there is no evidence. On the other hand, the signal does not allow for a systematic use to produce inventories because only in 8 cases, a delineation of the landslide borders (i.e., mapping) can be manually attempted. In a few cases, cascade multi-hazard (e.g., floods caused by landslides) and evidences of extreme triggering factors (e.g., strong earthquakes or very rapid snow melting) were detected. The method promises to increase the availability of information on landslides at different spatial and temporal scales with benefits for event magnitude assessment during weather-related emergencies, model tuning, and landslide forecast model validation, in particular when accurate mapping is not required.
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Dissertations / Theses on the topic "Landslide protection"

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Tekin, Onur Baran. "Long Waves In Narrow Enclosed Basins." Master's thesis, METU, 2012. http://etd.lib.metu.edu.tr/upload/12614964/index.pdf.

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In this study, numerical modeling of landslide generated tsunami waves in closed basins and their mechanisms are presented. Historical landslide generated tsunamis are investigated and also the governing parameters affecting impulse wave parameters are studied. The numerical model is based on the solution of nonlinear form of the long wave equations with respect to related initial and boundary conditions. In order to validate the outputs of the modeling by NAMIDANCE, empirical formulation is applied to the same cases as the numerical model and the results are discussed. The numerical model is then applied to Pervari Dam artificial reservoir as a case study to investigate the effects of potential landslide into the reservoir. The outputs of the numerical model are compared with empirical formulation results for different approaches of modeling the landslide effect in water body. The critical sections are observed for overtopping and maximum wave amplitude values and the results are discussed.
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Rodrigues, Afonso Dias Ana Sofia. "The effect of vegetation on slope stability of shallow pyroclastic soil covers." Thesis, Montpellier, 2019. http://www.theses.fr/2019MONTG002/document.

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L'effet de la végétation locale, composée de Castanea sativa cultivé, sur la stabilité des pentes a été étudié sur un site d'essai au Mont Faito (Campanie, Italie). En Campanie, les sols pyroclastiques peu profonds sont sensibles aux glissements de terrain provoqués par les précipitations. Des périodes de pluies prolongées suivies de précipitations extrêmes à court terme déclenchent des glissements de terrain rapides et destructeurs au niveau des coupes routières et des escarpements pyroclastiques sur les falaises rocheuses dans les régions autour du volcan Vésuve.Des échantillons de sol pyroclastiques non perturbés contenant des racines de C. sativa matures ont été utilisés pour la caractérisation hydraulique par le biais d'un ensemble d'expériences en laboratoire. La perméabilité saturée, la réponse à l’évaporation et l’imbibition, la teneur en eau pour les fortes valeurs de succion et la biomasse sèche des racines ont été déterminées.La présence de racines a augmenté la perméabilité d'un ordre de grandeur dans les sols les plus superficiels (10-7 à 10-6 m s-1) et diminué la valeur d'entrée d'air des courbes de rétention (6 à 4 kPa). La variabilité de la perméabilité entre les couches de sol a été identifiée comme conditionnant l'écoulement de l'eau souterraine par rapport à la vitesse du mouvement du front de mouillage et à la génération de pressions positives de l'eau interstitielle dans le profil. L'étalonnage du modèle hystérétique pour caractériser les sols pyroclastiques naturels a fourni une méthode plus approximative de modélisation des réponses hydrauliques. Une bonne concordance entre le modèle et les observations a été obtenue.L’étude sur le terrain a permis de montrer que la distribution des racines de C. sativa est associée au régime des eaux souterraines. Les distributions spatiales et verticales de la densité et des traits des racines ont été quantifiées pour les racines de C. sativa prélevées dans des forages réalisés au Mont Faito. La succion minimale, la teneur minimale en eau et la pente minimale (indiquant un débit d'eau descendant) ont été surveillées tout au long de l'année et confrontées avec la distribution des racines et à la distribution spatiale des arbres. Une densité racinaire croissante était associée à des valeurs de succion plus faibles et à des gradients d'infiltration plus élevés, ce qui peut avoir une influence négative sur la stabilité de la pente.La modélisation du renforcement mécanique du sol par les racines des arbres a permis de comprendre l'importance des composantes hydrauliques et mécaniques sur la stabilité d'une pente. Les racines augmentent la résistance au cisaillement (jusqu'à 25,8 kPa) grâce à un renforcement mécanique et donc le facteur de sécurité de la pente augmente. L'examen du renforcement dû aux racines dans l'estimation du facteur de sécurité des surfaces de rupture potentielles a montré que la surface de rupture la plus faible a été trouvée à 2,2 m, où le renforcement dû aux racines était de 1,3 kPa, au lieu de 0,9 m sans le renforcement de 13,8 kPa. La surface de rupture la plus faible correspond aux surfaces de rupture observées lors de glissements de terrain antérieurs. Le site d'essai ne présentait pas les caractéristiques d'une zone de déclenchement d'un glissement de terrain. L'angle de pente des zones de déclenchement des glissements de terrain (35° à 45°) peut dépasser l'angle de frottement du sol (36,5° à 38,5°) et l'effet hydraulique ne serait pas suffisant pour garantir la stabilité de la pente pendant la saison humide (0 à 10 kPa). On estime que le renforcement dû aux racines peut maintenir les pentes jusqu'à un angle de 42°.On a donc constaté que la présence de racines d'arbres affectait la stabilité hydraulique et mécanique des couvertures de sol pyroclastiques. Ces conclusions peuvent être étendues aux autres zones de plantations de C. sativa. L'effet hydraulique de la végétation a été largement compensé par le renforcement mécanique dû aux racines
The effect of the local vegetation, composed of cultivated Castanea sativa, on slope stability was investigated on a test site in Mount Faito (Campania, Southern Italy). In Campania, shallow pyroclastic soil covers are susceptible to landslides triggered by rainfall. Prolonged rainfall periods followed by extreme short-term rainfall events trigger fast moving and highly destructive landslides in road cuts and pyroclastic scarps on rocky cliffs in the areas surrounding the Vesuvius volcano.Undisturbed pyroclastic soil samples containing roots of mature C. sativa were used for hydraulic characterization through an extensive set of laboratory experiments. Saturated permeability, evaporation and imbibition response, water content for high suction ranges, and the root dry biomass were determined.The presence of roots increased the hydraulic permeability by one order of magnitude in the most surficial soil (10-7 to 10-6 m s-1) and decreased the air-entry value of the water retention curves (6 to 4 kPa). The variability of soil permeability among soil layers was identified as conditioning of the groundwater flow with regard to the speed of the wetting front movement and generation of positive pore-water pressures within the soil profile. The calibration of hysteretic model to characterize natural pyroclastic soil provided a more approximate manner of modelling in situ hydraulic responses. A good agreement between the model and the field observations was obtained.Field monitoring was performed with the intent of showing that the distribution of roots of C. sativa is associated to the groundwater regime. The spatial and vertical distribution of root density and traits were quantified for C. sativa roots collected from several boreholes performed in Mount Faito. Minimum suction, minimum water content and minimum gradient (indicative of downward water flow), were monitored throughout the year and related to root distribution and spatial distribution of trees. An increasing root density was found to be associated to lower values of suction and higher gradients of infiltration, which can potentially have a negative influence of the slope stability.A modelling investigation on the mechanical reinforcement of soil by tree roots allowed us to understand the importance of hydraulic and mechanic components on the stability of a slope. Roots increase greatly the shear strength of soil (up to 25.8 kPa) through mechanical reinforcement and consequently, the safety factor of the slope increased significantly. Considering the root reinforcement in the estimation of potential failure surfaces safety factor showed that the weakest failure surface was found at 2.2 m, where the root reinforcement was 1.3 kPa, instead of 0.9 m without the root reinforcement of 13.8 kPa. The weakest failure surface found was in agreement with the failure surfaces observed from previous landslides. The test site did not present the characteristics of a landslide triggering area. The slope angle of the landslide triggering areas (35° to 45°) can easily exceed the soil friction angle (36.5° to 38.5°) and the hydraulic effect would not be enough to guarantee the stability of the slope during the wet season (0 to 10 kPa). However, the root reinforcement was estimated to be able to sustain the slopes until an angle of 42°.Therefore, the presence of tree roots was found to affect hydraulically and mechanically stability of pyroclastic soil covers. Such conclusions may be extended to the areas of Campania where C. sativa plantations are present. The hydraulic effect of vegetation was greatly compensated by the mechanical reinforcement of roots
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Jin-Der, Chen, and 陳進德. "A study of rockfall protection metal net for landslide and debris flow." Thesis, 2009. http://ndltd.ncl.edu.tw/handle/56415725668658714312.

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碩士
國立屏東科技大學
土木工程系所
98
As a results of proactive geological activities such as plate movements, and frequent natural hazards such as typhoons and earthquakes, mountain slopes of Taiwan have suffered seriously by the debris flows, landslides, and erosions damages. The study focuses on the application of slope metal mesh, energy dissipation type rockfall nets, and debris flow protection net to stable the highway slope in Taiwan. Test materials, energy dissipation type of rockfall net and slope metal mesh, were installed on August 12, 2007., and work well even suffered by heavy rainfalls in Typhoon SEPAT, FUNG-WONG, KALMAEGI , SINLAKU. Meanwhile, energy dissipation type rockfall net had also successfully blocking the debris slides without damage. It demonstrated the feasibility and application on rock falling and slope stability. High content zinc-coated and high-tensile metal material and energy dissipation type rock fall nets is easy installation and short construction period, and can effectively achieve protection on highways user. These methods and materials are certified by Construction Engineering Technology Evaluation System, CETES. These two techniques already applied in other country for years, and it would be enhancing the slope engineering quality to our country. Keyword: rockfall nets, slope, rockfall, debris flow
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4

JOU-CHEN, CHIU, and 邱柔蓁. "Application of Ecotechnology and Vegetation Design for Landslide Protection-Taking the Road within Hsinchu City Eighteen-Parks Mountion as Example." Thesis, 2015. http://ndltd.ncl.edu.tw/handle/27drvq.

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碩士
中華大學
景觀建築學系碩士班
103
Ecotechnology which is based on ecology, engineering Safety and reduction of environmental damage, could be applied in the field of streams, riverbanks and landslide protection. The different engineering methods and material for ecotechnology are chosen by consideration of local resources, biological habitat protection and landscape. The area of this study was located in Eighteen-Peaks Mountain, Hsinchu City, Taiwan. Literature review was conducted to find out the feasible ecotechnoloy for landslide protection. According to the field investigation, the steep slope where is unfavorable for the growth of plants, was designed with the geotextile material to prevent the Soil erosion. To improve the visual quality, the local plants were studied and chosen as the material for vegetation. In this study, theecotechnology and vegetation, were applied to protect the slope and to create the micro-habitats. The purpose of the design is to stabilize the landslide and increase biological diversity and visual guality within the working area.
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Books on the topic "Landslide protection"

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Suda, Jürgen. Instandhaltung von Schutzbauwerken gegen alpine Naturgefahren: Maintenance strategies for protection works. Wien: Guthmann-Peterson, 2013.

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Ohio), Hillside Trust (Cincinnati. A hillside protection strategy for Greater Cincinnati. Cincinnati, Ohio (3012 Section Rd., French Park, Cincinnati 45237): The Trust, 1991.

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Garcia, Marco Antonio Alves. Recuperação de áreas de encosta. São Paulo, SP: LCTE Editora, 2005.

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Stormy skies. London: HarperCollins Children's Books, 2010.

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Conhecer para sustentar: Um novo olhar sobre o Vale do Itajaí. São Paulo: Fundação Bunge, 2009.

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Centro de Estudios y Prevención de Desastres (Lima, Peru) and Forum sobre Huaycos e Inundaciones en el Valle Rímac (1st : 1984 : Lima, Peru?), eds. Huaycos e inundaciones en el Valle del Rímac. Lima, Perú: Centro de Investigación, Educación y Desarrollo, 1985.

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Inc, Myers Biodynamics, Lorilla Engineering Inc, Washington (State). Shorelands and Water Resources Program., and Washington (State). Dept. of Ecology., eds. Surface water and groundwater on coastal bluffs: A guide for Puget Sound property owners. [Olympia]: Washington State Dept. of Ecology, 1995.

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Ginzky, Harald, and Oliver C. Ruppel, eds. African Soil Protection Law. Nomos Verlagsgesellschaft mbH & Co. KG, 2021. http://dx.doi.org/10.5771/9783748908043.

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The protection of soil and the sustainable management of soils is a precondition for sustainable development, food security and the survival of humankind. Africa is the continent with the least land degradation. Yet, the pressure on soils is already enormous and continuously increasing due to a range of factors, including poverty, over-exploitation, population growth and climate change. Drivers of unsustainable soil management include overstocking, overgrazing, water erosion, landslides, and over-application of agro-chemicals. In light of this, the underlying legal, societal and political conditions have been comparatively analysed in “African Soil Protection Law”. Distinct country studies from Kenya, Cameroon and Zambia serve to comparatively expose the serious impediments of soil in Africa. While mapping out options for model legislation for improved sustainable soil management in Africa, the publication addresses intertwined, interdisciplinary and complex questions pertaining to soils, which may also be of comparative interest to other continents and jurisdictions.
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Leroueil, S., Keith Turner, Erik Eberhardt, and Corey Froese. Landslides and Engineered Slopes: Protecting Society Through Improved Understanding. Taylor & Francis Group, 2012.

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Book chapters on the topic "Landslide protection"

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Margottini, Claudio. "On the Protection of Cultural Heritages from Landslides." In Landslide Science and Practice, 415–26. Berlin, Heidelberg: Springer Berlin Heidelberg, 2013. http://dx.doi.org/10.1007/978-3-642-31319-6_56.

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Verrascina, Tiziana. "Surface Protection of Slopes by Grass Covering Techniques." In Landslide Science and Practice, 631–37. Berlin, Heidelberg: Springer Berlin Heidelberg, 2013. http://dx.doi.org/10.1007/978-3-642-31319-6_80.

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Margottini, Claudio. "TXT-tool 4.039-2.1: On the Protection of Cultural Heritages from Landslides." In Landslide Dynamics: ISDR-ICL Landslide Interactive Teaching Tools, 647–67. Cham: Springer International Publishing, 2018. http://dx.doi.org/10.1007/978-3-319-57777-7_40.

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Guo, Ying, Wei Shan, Yuying Sun, and Chengcheng Zhang. "TXT-tool 4.086-1.2: Shallow Landslides and Plant Protection in Seasonal Frozen Regions." In Landslide Dynamics: ISDR-ICL Landslide Interactive Teaching Tools, 693–702. Cham: Springer International Publishing, 2018. http://dx.doi.org/10.1007/978-3-319-57777-7_44.

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Daniel, Tobler, and Bernhard Krummenacher. "Risk Concept Switzerland Hazard Analysis, Risk Evaluation and Protection Measures." In Landslide Science and Practice, 9–15. Berlin, Heidelberg: Springer Berlin Heidelberg, 2013. http://dx.doi.org/10.1007/978-3-642-31313-4_2.

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Bezuglova, Ekaterina, and Sergey Matsiy. "Engineering and Geological Grounds of Landslide Protection Reliability of Structures." In Landslide Science and Practice, 709–14. Berlin, Heidelberg: Springer Berlin Heidelberg, 2013. http://dx.doi.org/10.1007/978-3-642-31319-6_90.

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Grimod, Alberto, and Giorgio Giacchetti. "Protection from High Energy Impacts Using Reinforced Soil Embankments: Design and Experiences." In Landslide Science and Practice, 189–96. Berlin, Heidelberg: Springer Berlin Heidelberg, 2013. http://dx.doi.org/10.1007/978-3-642-31310-3_26.

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Cuomo, Sabatino, Sabrina Moretti, Lorenzo Frigo, and Stefano Aversa. "Performances of Geosynthetics-Reinforced Barriers for Protection Against Debris Avalanches." In Understanding and Reducing Landslide Disaster Risk, 341–47. Cham: Springer International Publishing, 2020. http://dx.doi.org/10.1007/978-3-030-60319-9_38.

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Esposito, Giuseppe, and Olga Petrucci. "Landslide Hazard and Risk Assessment for Civil Protection Early Response." In Understanding and Reducing Landslide Disaster Risk, 513–18. Cham: Springer International Publishing, 2020. http://dx.doi.org/10.1007/978-3-030-60196-6_42.

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Peranić, Josip, Martina Vivoda Prodan, Marin Sečanj, Sanja Bernat Gazibara, Snježana Mihalić Arbanas, and Željko Arbanas. "Protection of a Cultural Heritage Site in Croatia from Rockfall Occurrences." In Understanding and Reducing Landslide Disaster Risk, 611–17. Cham: Springer International Publishing, 2020. http://dx.doi.org/10.1007/978-3-030-60196-6_55.

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Conference papers on the topic "Landslide protection"

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Chen Yulong. "Research on landslide mechanism and stability of the rock slope." In 2011 International Symposium on Water Resource and Environmental Protection (ISWREP). IEEE, 2011. http://dx.doi.org/10.1109/iswrep.2011.5893504.

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Wang, Zhilong, and Jianwei Zhang. "Test Research on Pile Foundation under Vertical and Horizontal Loads in Landslide." In 2017 6th International Conference on Energy and Environmental Protection (ICEEP 2017). Paris, France: Atlantis Press, 2017. http://dx.doi.org/10.2991/iceep-17.2017.242.

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Weijiang Wu and Peng Mu. "Stability analysis of a reservoir landslide on Yellow River under reservoir water fluctuation conditions." In 2011 International Symposium on Water Resource and Environmental Protection (ISWREP). IEEE, 2011. http://dx.doi.org/10.1109/iswrep.2011.5893200.

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Fedoronchuk, N. "Environmental consequences of the creation of anti-landslide coastal protection structures in the coastal zones of sea areas (on the example of the Odessa coast)." In Second EAGE Workshop on Assessment of Landslide Hazards and impact on communities. European Association of Geoscientists & Engineers, 2020. http://dx.doi.org/10.3997/2214-4609.202055012.

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Alexandrova, Anna Alexandrovna, and Alexander Arkadevich Sidorov. "ECOLOGICAL AND ECONOMIC CONDITION OF LAND AND WAYS TO IMPROVE IT IN THE VOLZHSKY MUNICIPAL DISTRICT OF THE SAMARA REGION." In Russian science: actual researches and developments. Samara State University of Economics, 2020. http://dx.doi.org/10.46554/russian.science-2020.03-1-608/612.

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The article provides information about the structure and condition of the lands of the Volzhsky municipal district of the Samara region. Gross and specific parameters of pollutants, waste water, and waste generation are shown (2014-2018). To improve the condition of land, projects are proposed to reduce emissions, waste, discharges, reduce the area of waterlogged land, audit abandoned hydraulic structures and put them on balance; organization of relief, Bank protection, anti-landslide and ravine protection works; reduction of areas of deflation-dangerous and washed away land; restoration and increase of forest cover of the territory.
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Cazzola, Armando, and Geronimo T. Reyes. "Permanent Slope Protection in Highly Seismic and Landslide-Prone Area Using Multi-Level Anchored Aligned Pile Wall." In Earth Retention Conference (ER) 2010. Reston, VA: American Society of Civil Engineers, 2010. http://dx.doi.org/10.1061/41128(384)90.

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Simpson, David, and Andy Young. "Pipeline Failure Probability From Geohazard Loading." In ASME 2017 International Pipeline Geotechnical Conference. American Society of Mechanical Engineers, 2017. http://dx.doi.org/10.1115/ipg2017-2531.

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Establishing pipeline failure frequencies enables designers and operators to make informed decisions on the allocation of resources to address different threats. Normally, this would involve the selection and timing of inspection, monitoring and protection activities. Typically, failure frequencies are defined based on the collection of historical statistics. This is difficult for geohazards due to the comparatively low incident rate compared to other hazards, however the consequences tend to be catastrophic. As a result, significant uncertainties are attached to predicted failure frequencies for geohazards. Two principal areas of uncertainty cover the occurrence and nature of loading events and whether the pipeline will survive the loading. This paper addresses both of these key aspects. The occurrence and nature of loading can be determined from the examination of in-line inspection records through different terrains. The pipeline survival rate is based on the efficient execution of multiple analysis runs within a finite element code where the distributions of the key input variables are defined to cover either observed or potential variation in the field. These include landslide size, orientation, movement and soil stiffness values as well as considerations of tensile fracture limits. The calculation of the probability of pipeline failure due to landslide loading is illustrated using a case study.
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Ryabukhin, Alexander, Darya Leyer, and Nikolai Lubarsky. "PECULIARITIES OF DESIGNING LANDSLIDE CONSTRUCTIONS ON THE EXAMPLE OF ENGINEERING PROTECTION OF BUILDINGS AND ROADS IN THE CITY OF SOCHI (RUSSIA)." In 20th SGEM International Multidisciplinary Scientific GeoConference Proceedings 2020. STEF92 Technology, 2020. http://dx.doi.org/10.5593/sgem2020/1.1/s02.082.

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Jia, Shaohui, Lei Guo, Qingshan Feng, Lijian Zhou, and Yan Huang. "A New Method for Protecting Pipeline in Summer Monsoon." In ASME 2010 International Mechanical Engineering Congress and Exposition. ASMEDC, 2010. http://dx.doi.org/10.1115/imece2010-39885.

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In annual summer monsoon, geo-hazard is common. Monsoon-caused casualties and economic losses throughout the year accounted for 70% ∼ 80% of the total annual losses. Also, geo-hazard is a serious threat for pipeline operators to manage. Over 12,000 kilometers of pipelines with crude oil, gas, and refined oil are operated by PetroChina Pipeline Company. The pipelines, through sixteen provinces and cities, have been operated for over forty years. Geographic Information System (GIS) technology, as an effective spatial analysis tool, provides advanced analysis for pipeline geo-hazard prediction and early warning during summer monsoon based on field data and historical precipitation records. After many years of research and application of our prediction model of pipeline geo-hazard, an important link between geo-hazard and rainfall is understood. Rainfall is the main triggering factor of geo-hazards such as landslide and debris flow leading to heavy losses, especially rainstorm and heavy rainstorm. We use GIS technology to perform spatial analysis with predicted rainfall data the next twenty-four hours and the data of pipeline geo-hazard susceptibility, and predict the severity of pipeline impacts caused by geo-hazards during the next twenty-four hours. Finally, the result is modified by existed geo-hazards data. The pipeline geo-hazard early warning is divided into five ranks which are displayed by different colors, and pipelines damaged by geo-hazards and protection measures are also proposed. During July 16 and 17 of 2009 years, we released geo-hazard early warning four rank of Lanzhou-Chengdu-Chongqing Oil Pipeline through PetroChina Pipeline Company web page and the communication software of Instant Messaging. The Lanzhou-Chengdu-Chongqing Oil Pipeline Company acted promptly with a detailed deployment and emergency plan to ensure pipeline safety.
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Arbanas, Željko, Marin Sečanj, Martina Vivoda Prodan, Sanja Dugonjić Jovančević, Josip Peranić, Sanja Bernat Gazibara, Martin Krkač, Dalibor Udovič, and Snježana Mihalić Arbanas. "Protection of the City of Omiš, Croatia, from rockfall threats." In 4th Regional Symposium on Landslides in the Adriatic - Balkan Region. Društvo za geotehniku u Bosni i Hercegovini, 2019. http://dx.doi.org/10.35123/resylab_2019_41.

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Reports on the topic "Landslide protection"

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VON BOETTICHER, Albrecht, Johannes HÜBL, Corinna WENDELER, and Axel VOLKWEIN. Modeling the Impact of Shallow Landslides on Flexible Protection Barriers. Cogeo@oeaw-giscience, September 2011. http://dx.doi.org/10.5242/iamg.2011.0285.

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Huntley, D. H., P. T. Bobrowsky, R. F. MacLeod, R. B. Cocking, J M R. Joseph, K. Sattler, D. Elwood, et al. Proactive Infrastructure Monitoring And Evaluation (PRIME) installation in Canada: protecting national railways by monitoring moisture in an active landslide near Ashcroft, British Columbia. Natural Resources Canada/ESS/Scientific and Technical Publishing Services, 2019. http://dx.doi.org/10.4095/314548.

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