Relevant bibliographies by topics / Landside

Contents

  1. Journal articles
  2. Dissertations / Theses
  3. Books
  4. Book chapters
  5. Conference papers
  6. Reports

Academic literature on the topic 'Landside'

Author: Grafiati
Published: 4 June 2021
Last updated: 20 February 2023

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Journal articles on the topic "Landside"

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Valkaniotis, Sotiris, George Papathanassiou, Vassilis Marinos, Charalampos Saroglou, Dimitrios Zekkos, Vasileios Kallimogiannis, Efstratios Karantanellis, et al. "Landslides Triggered by Medicane Ianos in Greece, September 2020: Rapid Satellite Mapping and Field Survey." Applied Sciences 12, no. 23 (December 5, 2022): 12443. http://dx.doi.org/10.3390/app122312443.

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Medicanes, a type of strong hurricanes/cyclones occurring in the Mediterranean, can be the source of major geohazard events in Mediterranean coastal and inland areas. Medicane Ianos that hit Greece during 17–19 September 2020 caused widespread damage, with numerous landsides and floods being the most prominent. Following the landfall of Medicane Ianos, a series of field surveys were launched together with rapid response through satellite imagery. We focused on two of the areas most affected by Medicane Ianos, Cephalonia island and Karditsa, Thessaly, both in Greece. A rapid landslide inventory for the Karditsa region was prepared using Copernicus Sentinel-2 satellite imagery, the first of its kind for a severe weather event in Greece. The mountainous area of Karditsa region in western Thessaly experienced the unprecedented number of 1696 landslides, mapped through satellite imagery and examined in the field. Cephalonia Island experienced a smaller number of landsides but damaging debris flows and severe structural damages. The rapid landside inventory was then compared to new methods of automated landslide mapping through change detection of satellite imagery.
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Han, Yunfei, Ping Wang, Yongguo Zheng, Muhammad Yasir, Chunmei Xu, Shah Nazir, Md Sakaouth Hossain, Saleem Ullah, and Sulaiman Khan. "Extraction of Landslide Information Based on Object-Oriented Approach and Cause Analysis in Shuicheng, China." Remote Sensing 14, no. 3 (January 21, 2022): 502. http://dx.doi.org/10.3390/rs14030502.

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In China, landslides are abundant, widespread, and regular, destroying villages and agriculture and sometimes posing a threat to people’s lives. The question of how to rapidly detect and attain landslide data is a significant topic of research, yet traditional measurement using medium-resolution remote sensing data is problematic. Object-oriented categorization is utilized in this research to extract landside data from high-resolution GF-1 and Sentinel-2 data. Data preprocessing begins with orthophoto correction, image matching, and data fusion, followed by band enhancement, which comprises band synthesis, principal component analysis, and filtering, and finally landside extraction using an object-oriented technique. The impact of geology, lithology, rainfall, and human activities on the occurrence of landslides in the study area is explored utilizing DEM data, visualization tools, remote sensing interpretation map, and other associated data. The studies are conducted in Shuicheng County, Guizhou Province, China, with a segmentation scale of 25 pixels and 14 classification feature parameters. Following that, the landslide mass is extracted and categorization findings of nearby characteristics are acquired. Finally, the destructiveness of the landslide is determined by comparing the results of object-oriented classification before and after the landslide. With a Kappa coefficient of 0.76 and a landslide extraction accuracy of 79.8%, the overall classification accuracy is 87%. Combined with the geological structure, rock lithology, spatial location, landslide occurrence process, elevation of the study area, precipitation and the impact of human activities, the causes of the landslide are discussed and analyzed. The early warning of other unknown landslides can be obtained by analyzing the features of the aforementioned components.
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Biagini, Luiz, Renato Macciotta, Chris Gräpel, Kristen Tappenden, and Roger Skirrow. "Characteristics, Kinematics and Contributing Factors of Compound and Translational Landslides in the Interior Plains of Canada." Geosciences 12, no. 8 (July 25, 2022): 289. http://dx.doi.org/10.3390/geosciences12080289.

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Understanding landslide kinematics, their characteristics, and contributing factors is crucial for decision-making regarding mitigation strategies for infrastructure projects. These characteristics depend on the geomorphology of the area, climate, and proximity to water bodies and anthropogenic activity. Some geomorphological features are shared between some western Canadian regions, particularly within the Canadian Interior Plains (Interior Plains). This paper synthesizes the failure mechanisms, kinematics, triggering events, and contributing factors associated with 11 landslides in the Interior Plains, with detailed qualitative descriptions of two of them. The paper discusses the commonalities of bedrock formations that contain thin sub-horizontal and continuous deposits of weak materials as the main geomorphological predisposing factor for landslides in this region. The findings show commonalities in the effect of seasonal fluctuations in the characteristics of water bodies in contact with these landslides, driving episodes of landside reactivation, acceleration and deceleration. Importantly, anthropogenic activity as a trigger for the initiation of some of these landslides suggests a high susceptibility of certain slopes in the Interior Plains to instability resulting from relatively small changes in in-situ stresses. This information becomes critical for assessing the landslide susceptibility of valley slopes in this region for infrastructure planning, design, and operation.
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Yao, Guowu. "Extremal Beltrami Differentials of Non-Landslide Type." Proceedings of the Edinburgh Mathematical Society 60, no. 2 (October 25, 2016): 519–26. http://dx.doi.org/10.1017/s0013091516000250.

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AbstractIn this paper it is shown that there are infinitely many extremal Beltrami differentials of non-landside type and non-constant modulus in a Teichmüller equivalence class if the class contains a landslide extremal. The result answers, affirmatively in a stronger sense, a problem posed by Li.
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Senogles, Andrew, Michael J. Olsen, and Ben Leshchinsky. "SlideSim: 3D Landslide Displacement Monitoring through a Physics-Based Simulation Approach to Self-Supervised Learning." Remote Sensing 14, no. 11 (May 31, 2022): 2644. http://dx.doi.org/10.3390/rs14112644.

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Displacement monitoring is a critical step to understand, manage, and mitigate potential landside hazard and risk. Remote sensing technology is increasingly used in landslide monitoring. While significant advances in data collection and processing have occurred, much of the analysis of remotely-sensed data applied to landslides is still relatively simplistic, particularly for landslides that are slow moving and have not yet “failed”. To this end, this work presents a novel approach, SlideSim, which trains an optical flow predictor for the purpose of mapping 3D landslide displacement using sequential DEM rasters. SlideSim is capable of automated, self-supervised learning by building a synthetic dataset of displacement landslide DEM rasters and accompanying label data in the form of u/v pixel offset flow grids. The effectiveness, applicability, and reliability of SlideSim for landslide displacement monitoring is demonstrated with real-world data collected at a landslide on the Southern Oregon Coast, U.S.A. Results are compared with a detailed ground truth dataset with an End Point Error RMSE = 0.026 m. The sensitivity of SlideSim to the input DEM cell size, representation (hillshade, slope map, etc.), and data sources (e.g., TLS vs. UAS SfM) are rigorously evaluated. SlideSim is also compared to diverse methodologies from the literature to highlight the gap that SlideSim fills amongst current state-of-the-art approaches.
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Chiu, Yung Piao, Yan Chyuan Shiau, and Shu Jen Song. "A Study on Simulating Landslides Using Unity Software." Applied Mechanics and Materials 764-765 (May 2015): 806–11. http://dx.doi.org/10.4028/www.scientific.net/amm.764-765.806.

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The main rivers in Taiwan present numerous distinct features, such as narrow catchment areas, short main flow paths, fast-flowing rapids, and steep slopes. In Taiwan, typhoon season in summer and fall is the period during which torrential rainfall frequently occurs. Large amounts of rainfall in short periods increase the likelihood of disasters, such as hillside collapses, landslides, and floods. By using a computer simulation to visually present landslide disasters, disaster evacuation can be facilitated and casualties can be reduced. In the present study, we compiled the causes of hillside landslides by employing a remote helicopter equipped with a camera to capture images of landslide-prone rivers and hillsides. ReCap computation was adopted to establish 3D river and hillside models for mesh optimization, which were then imported into the Unity software. Finally, by referencing slope and geographical data, and considering various landside factors such as cause, scale, flow direction, flow speed, and damage, model disaster scenarios were created to perform simulations. The results were uploaded to Web-and mobile-based platforms, providing a reference for assisting the general public in implementing preventive measures, thereby reducing the occurrence of disaster incidents.
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ALNAIMAT, ANAS, MOKHTAR JAAFAR, and KUOK CHOY LAM. "THE SUSCEPTIBILITY OF LANDSLIDE HAZARD MANAGEMENT & MITIGATION MEASURES VIA MALAYSIAN PWD OPERATIONAL CAPABILITIES & NSMP 2009-2022." Revista Produção e Desenvolvimento 4, no. 3 (April 22, 2018): 62–72. http://dx.doi.org/10.32358/rpd.2018.v4.276.

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In recent years Malaysian government has started to pay more attention to the landslide issues, as public outcries grew louder. Some local authorities that are at the front line of public anger whenever major landslides occurred have yet to provide better services while others utilized guidelines and relevant acts to act against errant developers and land owners. As a consequence of this, Public Works Department (PWD) and its Slope Engineering Branch (CKC) will require training, not only in the procedures themselves, but also in regards to the basis of landslide mechanisms, landslide risk assessment and dealing with geotechnical reports at best professional manner. In addition to the success of implementing for the National Slope Master Plan NSMP 2009-2023 would depend on every stakeholder and relevant authorities that includes the public residents and most of all the political parties of the Malaysian government and it is therefore local government and other regulators must establish strong internal procedures for dealing with land use and development proposals on land situated within a landslide susceptibility. Hence, the significance to further examine and assess the value of Malaysian NSMP as being comprehensive national disaster management strategy and a constitution of landside mitigation measures
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Deng, Hua Feng, Jing Guo, Min Zhu, and Tao Lu. "Study on the Stability of Reservoir Landslide under Multiple-Factors Action." Advanced Materials Research 243-249 (May 2011): 2552–55. http://dx.doi.org/10.4028/www.scientific.net/amr.243-249.2552.

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According to the survey and study on geological condition, the genetic mechanism and evolving process of the reservoir landslide were analyzed at first that the landslide experienced two large slides. The first slide occurred in the J2S2 formation, it's a collapse slide with small thickness sliding mass, but made the slope on the back edge of the landslide became steeper, which created the conditions for the second slide. The second slide mainly occurred in the J2S1 formation, it's a slide that cut layer of rock stratum, which formed present landside. Then, the influencing factors on the stability of reservoir landslide were analyzed, and finite element models were created to calculate and analyze the stability of reservoir landslide under multiple-factors action. The results shows that the landslide is stable in natural conditions, and the safety factor of landslide decreases after the normal storage of reservoir, which doesn't meet the specification requirements; when considering the sudden drop in reservoir level, rainfall infiltration and other factors, the safety factor of landslide decreases further, reaching the critical stable state, and landslides may be unstable when considering earthquake. Therefore, cutting slope and reducing load were suggested, and the calculations show that the landslide trends toward stable under action of multiple-factors after treatment, which means the research achievement has a great reference value to guide engineering design and construction.
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Wei, Zhang, Fei Cao Chen, Shi Liu Zhan, and Yi Heng Pan. "GPS Application in Ginkgo Landslide Monitoring." Applied Mechanics and Materials 624 (August 2014): 588–91. http://dx.doi.org/10.4028/www.scientific.net/amm.624.588.

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Ginkgo landslide, located in Ginkgo village, Xixia County in Henan province, is a large earthiness landslide. Considering its serious deformation and the possible serious instability disaster of the landslide, GPS was chosen to monitor this landside. This paper systematically introduces the monitoring program design, data acquisition, data processing, data analysis when GPS was used in Ginkgo landslide monitoring. According to GPS monitoring result analysis, the landslide is at a stage of constant speed deformation. And the rainfall is the main factor inducing the landslide sliding. It’s suggested that close attention should be paid to the landslide when encounter rainstorm, heavy rain or a long time raining so that to relief and prevent disasters.
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Hong, Yong, Ai Xin Lu, and Qiang Xu. "Three Dimensional Simulation Method of Landslide Risk." Applied Mechanics and Materials 353-356 (August 2013): 1263–66. http://dx.doi.org/10.4028/www.scientific.net/amm.353-356.1263.

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This paper presents a three dimensional simulation method by modeling on the basis of fluid dynamics and soil mechanics. The programed calculation model is suitable for the simulation of landside that present viscous movement features. Based on the tested parameters by shear tests, the movement of a typical loess landslide was simulated and its spatial range was predicted. The results showed that the loess landslide will lead to a great damage to the local historical sites as well as the densely populated city.
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Dissertations / Theses on the topic "Landside"

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Kulkarni, Mohit. "Airport landside planning and simulation model (ALPS)." Thesis, This resource online, 1994. http://scholar.lib.vt.edu/theses/available/etd-05022009-040736/.

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Ke, Meihong. "Mechanisms of industrial clusters in airport landside development." Thesis, Queensland University of Technology, 2020. https://eprints.qut.edu.au/203391/1/Meihong_Ke_Thesis.pdf.

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This thesis evaluates the impact of airports on land uses in and around airport land by a mixed research design, combining a statistical analysis based on secondary data and a case study on Brisbane Airport. The research finds that the role of airports as transport hubs is not the dominant mechanism that drives industries to locate in airport areas, rather, the surrounding city economy provided the primary impetus for business location. The findings provide a reference for policymakers regarding investment in airport expansion or construction, as well as a refining of the understanding of the local economic impact of airports.
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Cowart, William A. (William Anthony). "Operationalizing a model of landside access and seaport container activity." Thesis, Massachusetts Institute of Technology, 1996. http://hdl.handle.net/1721.1/11276.

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Rice, John B. Jr. "Spatial and Temporal Landslide Distribution and Hazard Evaluation Analyzed by Photogeologic Mapping and Relative-Dating Techniques, Salt River Range, Wyoming." DigitalCommons@USU, 1987. https://digitalcommons.usu.edu/etd/6553.

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The distribution of landslide type and age was analyzed to determine the causes and timing of landsliding, and to assess landslide hazards in the study area. 1173 landslides and zones of landsliding were mapped on 1:15,840 scale air photos and designated by their style of movement and age. Slides were assigned to one of four age classes based on their degree of m orphologic modification visible on air photos. Relative dating (RD) methods previously applied to glacial deposits were used to refine and calibrate the age classification. Eleven RD para meters were measured on 21 rockslide and 19 glacial deposits. Cluster analyses were run on the RD data set. Slides assigned to Age-Classes 4, 3+, and 2 tend to cluster with probable Pinedale, early Holocene, and Neoglacial-age moraines respectively. Cluster analyses indicate poor age resolution by the RD method from approximately early Altithermal to early Neoglacial time. Landslide age cannot be resolved in this study to a finer degree by the RD method than by the morphologic (air -photo) method. However, cluster analyses generally confirm age assignments and absolute age estimates of the four landslide age classes, despite limitations of the RD method such as boulder spalling, and variations in lithology, deposit type, and elevation/climate between sampled deposits. The temporal distribution of landslides indicates that mass movements may have occurred rather uniformly throughout Holocene time, with slightly higher rates of sliding during post-Altithermal time due to climatic effects associated with Neoglacial advances. Spatial analyses indicate that landslides cover 73% of the Cretaceous section. Development, such as logging and road construction, could trigger landsliding in the Cretaceous section. Landslides account for 15% and 10% of the outcrop areas of the Paleozoic and Triassic-Jurassic sections respectively. Debris flows and slump-earth flows dominate sliding in both sections, with minor numbers of rockslides present. Debris flows pose the greatest hazard in both sections. Fine-grained stratigraphic units have the highest landslide densities in both sections. The previous event locations define areas most susceptible to future sliding.
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Ge, Ya. "Scheduling the landside operations of a container terminal using a fuzzy heuristic." Click to view the E-thesis via HKUTO, 2006. http://sunzi.lib.hku.hk/hkuto/record/B37825525.

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Ge, Ya, and 戈亞. "Scheduling the landside operations of a container terminal using a fuzzy heuristic." Thesis, The University of Hong Kong (Pokfulam, Hong Kong), 2006. http://hub.hku.hk/bib/B37825525.

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Park, Yong Hwa. "An evaluation methodology for the level of service at the airport landside system." Thesis, Online version, 1994. http://ethos.bl.uk/OrderDetails.do?did=1&uin=uk.bl.ethos.260890.

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Tallos, Gregory T. D. "Equanimity of Security." University of Cincinnati / OhioLINK, 2009. http://rave.ohiolink.edu/etdc/view?acc_num=ucin1242842315.

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Wong, Kum Leoung. "Network governance in US airport taxicab planning activities." Thesis, Queensland University of Technology, 2013. https://eprints.qut.edu.au/61732/1/Kum%20Leoung_Wong_Thesis.pdf.

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This thesis examines the use of network governance in US airport transportation planning activities involving taxicab services for airport patrons. The research provides US airports with new insights whereby they can successfully engage with both transportation regulatory agencies and taxicab service providers in developing mutually agreeable policies that foster the development of supply-side taxicab service improvements. A mix of quantitative and qualitative research methods is used to unearth how US airports interact with these actors, and to identify attitudes held by airport staff in their engagements involving airport taxicab planning matters. The research may ultimately lead to the achievement of sustainable increases in the air passenger ground transportation modal share at US airports, resulting in both desirable long-term operational and environmental benefits for airport management, those involved with the provision of airport taxicab services, and the traveling public.
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Cavallari, Francesco. "Sistemi di trasporto collettivo di tipo Automated People Mover: applicazioni in ambito areoportuale." Bachelor's thesis, Alma Mater Studiorum - Università di Bologna, 2016. http://amslaurea.unibo.it/10305/.

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Con il seguente documento si vuole esaminare l'utilita trasportistica dei sistemi di trasporto del tipo Automated People Mover passando da un inquadramento storico generale all'uso dei sistemi nell'ambito aeroportuale dall'inizio degli anni '60 fino ai tempi piu moderni. Dopo avere analizzato le configurazioni e le caratteristiche tipiche dei sistemi APM in ambito aeroportuale si definira quale tipologia di infrastruttura e stata privilegiata negli aeroporti europei e mondiali. Successivamente si prendera in esame lo stato dell'arte dei sistemi APM installati nell'aeroporto principale di Parigi e uno dei piu trafficati del mondo, l'Aeroporto Internazionale Charles de Gaulle; e del sistema installato nell'Aeroporto Internazionale Galileo Galilei di Pisa.
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Books on the topic "Landside"

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Marquez, Victor. Landside | Airside. Singapore: Springer Singapore, 2019. http://dx.doi.org/10.1007/978-981-13-3362-0.

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Janić, Milan. Landside Accessibility of Airports. Cham: Springer International Publishing, 2019. http://dx.doi.org/10.1007/978-3-319-76150-3.

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National Research Council (U.S.) Transportation Research Board. Landside access to U.S. ports. Washington, D.C: Distributed in cooperation with Technology Sharing Program, U.S. Dept. of Transportation, 1992.

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National Research Council (U.S.) Transportation Research Board. Landside access to U.S. ports. Washington, D.C: Distributed in cooperation with Technology Sharing Program, U.S. Dept. of Transportation, 1992.

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National Research Council (U.S). Transportation Research Board. Meeting, ed. Airport terminal and landside design and operation, 1990. Washington, D.C: Transportation Research Board, National Research Council, 1990.

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Little, Richard G. Evaluating Alternatives for Landside Transport of Ocean Containers. Washington, D.C.: Transportation Research Board, 2015. http://dx.doi.org/10.17226/22136.

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National Research Council (U.S.). Transportation Research Board, Airport Cooperative Research Program, and United States. Federal Aviation Administration, eds. Wayfinding and signing guidelines for airport terminals and landside. Washington, D.C: Transportation Research Board, 2011.

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Highland, Lynn. The landslide handbook: A guide to understanding landslides. Reston, Va: U.S. Geological Survey, 2008.

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Highland, Lynn. The landslide handbook: A guide to understanding landslides. Reston, Va: U.S. Geological Survey, 2008.

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Highland, Lynn. The landslide handbook: A guide to understanding landslides. Reston, Va: U.S. Geological Survey, 2008.

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Book chapters on the topic "Landside"

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Mihalić Arbanas, Snježana, Sanja Bernat Gazibara, Martin Krkač, Marko Sinčić, Hrvoje Lukačić, Petra Jagodnik, and Željko Arbanas. "Landslide Detection and Spatial Prediction: Application of Data and Information from Landslide Maps." In Progress in Landslide Research and Technology, Volume 1 Issue 2, 2022, 195–212. Cham: Springer International Publishing, 2023. http://dx.doi.org/10.1007/978-3-031-18471-0_16.

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AbstractThe need for landslide maps of wider areas has increased with the understanding that proper planning will considerably decrease the construction and maintenance cost of structures. The main objective of the paper is to present types of data and information on landslides that can be derived from landslide inventory and landslide susceptibility maps and their use for spatial and urban planning. Recent examples of landslide zonation maps from Croatia are given to show the possibility of the derivation of data about landslides by using LIDAR (Light Detection and Ranging) DTM (Digital Terrain Model) for the compilation of historical landslide inventory. The application of data about landslide phenomena is compared with the application of information from landslide susceptibility zonation maps. It is concluded that a multi-level and hierarchical approach is necessary to reach the cost-effectiveness of nationwide production of landside maps for land-use planning.
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Marquez, Victor. "Introduction." In Landside | Airside, 1–20. Singapore: Springer Singapore, 2019. http://dx.doi.org/10.1007/978-981-13-3362-0_1.

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Marquez, Victor. "“The Romantic Borderline”: From Fences to the Skywalk—Landside–Airside Space in an Early American Airport; New York LaGuardia Terminal 1933–1939." In Landside | Airside, 21–69. Singapore: Springer Singapore, 2019. http://dx.doi.org/10.1007/978-981-13-3362-0_2.

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Marquez, Victor. "“Reinventing the Airport?”: Annex 14, Dulles Airport’s “Mobile Lounge” and Other Jet-Age Paradigms, 1946–1962." In Landside | Airside, 71–124. Singapore: Springer Singapore, 2019. http://dx.doi.org/10.1007/978-981-13-3362-0_3.

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Marquez, Victor. "“The Landside Airside Concept”: Breaking to Reconnect—The “People Mover” at Tampa International Airport, 1962–1971." In Landside | Airside, 125–74. Singapore: Springer Singapore, 2019. http://dx.doi.org/10.1007/978-981-13-3362-0_4.

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Marquez, Victor. "“Are Landside–Airside Boundaries Cultural Mirrors?”: Reinventions, Innovations and Society." In Landside | Airside, 175–202. Singapore: Springer Singapore, 2019. http://dx.doi.org/10.1007/978-981-13-3362-0_5.

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Marquez, Victor. "“The Liquid Airport”: Security, Permeability, and Containment in Airports." In Landside | Airside, 203–43. Singapore: Springer Singapore, 2019. http://dx.doi.org/10.1007/978-981-13-3362-0_6.

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Marquez, Victor. "Conclusion." In Landside | Airside, 245–51. Singapore: Springer Singapore, 2019. http://dx.doi.org/10.1007/978-981-13-3362-0_7.

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Correia, Anderson Ribeiro, and S. C. Wirasinghe. "Modeling Airport Landside Performance." In Modelling and Managing Airport Performance, 1–26. Chichester, UK: John Wiley & Sons, 2013. http://dx.doi.org/10.1002/9781118535844.ch1.

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Janić, Milan. "Introduction." In Landside Accessibility of Airports, 1–25. Cham: Springer International Publishing, 2018. http://dx.doi.org/10.1007/978-3-319-76150-3_1.

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Conference papers on the topic "Landside"

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Yuan, Feng, Lingling Li, and Zhen Guo. "Numerical Study of Landslide Impact on Submarine Pipelines." In ASME 2014 33rd International Conference on Ocean, Offshore and Arctic Engineering. American Society of Mechanical Engineers, 2014. http://dx.doi.org/10.1115/omae2014-24608.

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Offshore pipelines are frequently subjected to the impact of submarine landslides or debris flow, causing large displacement and increase in internal forces. The damage of pipeline has been vastly reported and the pipeline behavior subjected to landslide has also been explored by many researchers. The impact of landslide on pipeline is commonly assumed to be static problem. However, the displacing process of the pipeline under the active landside loading is a kinematic procedure. This work attempts to explore the kinematic process of pipeline based on the vector form intrinsic finite element method. It is found that when the displacement is firstly triggered, it increases very quickly. With the increase of lateral soil resistance and the development of internal forces, the displacement gradually decreases and stabilizes. The comparison with the analytical model reveals obvious difference in tension distribution along the pipeline. Moreover, detailed analysis on the influence of landslide impaction location and the initial pipeline shape is included in the parametric analysis.
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Little, David D., and Liam Gaffney. "Airport Landside Mobility — APM Implementation Issues." In 10th International Conference on Automated People Movers. Reston, VA: American Society of Civil Engineers, 2005. http://dx.doi.org/10.1061/40766(174)11.

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Tomber, Dave, Harley Moore, and Bob Griebenow. "Landside APM Planning at Seattle-Tacoma International Airport." In 12th International Conference of Automated People Movers. Reston, VA: American Society of Civil Engineers, 2009. http://dx.doi.org/10.1061/41038(343)1.

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Shaw, Reece F., and Dang Nguyen Khang. "The Gò Công International Port and Landside Development." In 16th Triennial International Conference. Reston, VA: American Society of Civil Engineers, 2022. http://dx.doi.org/10.1061/9780784484401.038.

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Aguilar, Joel, Cheng Lai, Omar Jaradat, and Arul K. Arulmoli. "Pier J, Berths 245–247, Landside Rail Girder Upgrade Project." In 15th Triennial International Conference. Reston, VA: American Society of Civil Engineers, 2019. http://dx.doi.org/10.1061/9780784482612.037.

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Liu, Wusheng, and Qian Tan. "Passenger-Flow Characteristics and Scale of Departure Curbside in Airport Landside." In Second International Conference on Transportation Engineering. Reston, VA: American Society of Civil Engineers, 2009. http://dx.doi.org/10.1061/41039(345)533.

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Ng, Wing, and Ya Ge. "Scheduling Landside Operations of a Container Terminal Using a Fuzzy Heuristic." In 2006 IEEE International Conference on Industrial Informatics. IEEE, 2006. http://dx.doi.org/10.1109/indin.2006.275660.

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Botheju, Deshai. "Anatomy of a tragedy: 2017 open dump landside disaster in Meethotamulla (Colombo)." In Proceedings of the 29th European Safety and Reliability Conference (ESREL). Singapore: Research Publishing Services, 2019. http://dx.doi.org/10.3850/978-981-11-2724-3_0649-cd.

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Swanson, Craig, and Matthew Ward. "Linking Landside Nutrient Loading and Water Quality Models: Application to Nantucket Waters." In Seventh International Conference on Estuarine and Coastal Modeling. Reston, VA: American Society of Civil Engineers, 2002. http://dx.doi.org/10.1061/40628(268)50.

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Zatopek, Joan C., and Peter B. Mandle. "Security Considerations in the Planning, Design, and Operation of Airport Landside Facilities." In 27th International Air Transport Conference. Reston, VA: American Society of Civil Engineers, 2002. http://dx.doi.org/10.1061/40646(2003)29.

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Reports on the topic "Landside"

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Hite, Jr, and John E. J. T. Myers Landside Lock Outlet Diffuser Study, Ohio River. Fort Belvoir, VA: Defense Technical Information Center, September 2009. http://dx.doi.org/10.21236/ada508664.

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Clague, J. J., and W. W. Shilts. Landslides: terrestrial landslides and landslide-dammed lakes. Natural Resources Canada/ESS/Scientific and Technical Publishing Services, 1996. http://dx.doi.org/10.4095/213916.

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Jung, Paul H., Jean-Claude Thill, and Luis Armando Galvis-Aponte. State Failure, Violence, and Trade: Dangerous Trade Routes in Colombia. Banco de la República, December 2021. http://dx.doi.org/10.32468/dtseru.303.

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We investigate the effect of domestic armed violence brought about by political instability on the geography of distance frictions in freight mobility and the resulting differential access of regions to global markets. The Colombian transportation system has been found to be impeded by deficiencies in landside transport infrastructure and institutions, and by fragmented political environments. The micro-level analysis of U.S.-bounded export shipping records corroborates that export freight shipping from inland regions is re-routed to avoid exposures to domestic armed violence despite greatly extended landside and maritime shipping distances. We exploit the trajectories of freight shipping from Colombian regions and spatial patterns of violent armed conflicts to see how unstable geopolitical environments are detrimental to freight shipping mobility and market openness. The discrete choice model shows that the shipping flow is greatly curbed by the extended re-routing due to domestic armed violence and that inland regions have restricted access to the global market. The perception of risk and re-routing behavior is found heterogeneous across shipments and conditional to shipment characteristics, such as commodity type, freight value and shipper sizes. The results highlight that political stability must be accommodated for improved freight mobility and export-oriented economic development in the global South.
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Bornaetxea, T., A. Blais-Stevens, and B. Miller. Landslide inventory map of the Valemount area, British Columbia. Natural Resources Canada/CMSS/Information Management, 2022. http://dx.doi.org/10.4095/330911.

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Landslides are a recurring geomorphological process in high mountainous areas like Valemount (Canadian Rocky Mountains, British Columbia). The compilation of detailed information about the spatial distribution and characteristics of past landslides is essential for assessing future potential hazards. To provide baseline geoscience information to stakeholders and decision-makers, we carried out a landslide inventory that covers roughly 1200 km2. Using visual interpretation of aerial orthophotos, a digital elevation model of 5x5 meter resolution and satellite imagery, we compiled up to 1286 landslides and classified each into 12 categories and three confidence levels. The current paper describes the mapping methodology and summarizes our results.
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Huntley, D., D. Rotheram-Clarke, R. Cocking, J. Joseph, and P. Bobrowsky. Current research on slow-moving landslides in the Thompson River valley, British Columbia (IMOU 5170 annual report). Natural Resources Canada/CMSS/Information Management, 2022. http://dx.doi.org/10.4095/331175.

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Interdepartmental Memorandum of Understanding (IMOU) 5170 between Natural Resources Canada (NRCAN), the Geological Survey of Canada (GSC) and Transport Canada Innovation Centre (TC-IC) aims to gain new insight into slow-moving landslides, and the influence of climate change, through testing conventional and emerging monitoring technologies. IMOU 5107 focuses on strategically important sections of the national railway network in the Thompson River valley, British Columbia (BC), and the Assiniboine River valley along the borders of Manitoba (MN) and Saskatchewan (SK). Results of this research are applicable elsewhere in Canada (e.g., the urban-rural-industrial landscapes of the Okanagan Valley, BC), and around the world where slow-moving landslides and climate change are adversely affecting critical socio-economic infrastructure. Open File 8931 outlines landslide mapping and changedetection monitoring protocols based on the successes of IMOU 5170 and ICL-IPL Project 202 in BC. In this region, ice sheets, glaciers, permafrost, rivers and oceans, high relief, and biogeoclimatic characteristics contribute to produce distinctive rapid and slow-moving landslide assemblages that have the potential to impact railway infrastructure and operations. Bedrock and drift-covered slopes along the transportation corridors are prone to mass wasting when favourable conditions exist. In high-relief mountainous areas, rapidly moving landslides include rock and debris avalanches, rock and debris falls, debris flows and torrents, and lahars. In areas with moderate to low relief, rapid to slow mass movements include rockslides and slumps, debris or earth slides and slumps, and earth flows. Slow-moving landslides include rock glaciers, rock and soil creep, solifluction, and lateral spreads in bedrock and surficial deposits. Research efforts lead to a better understanding of how geological conditions, extreme weather events and climate change influence landslide activity along the national railway corridor. Combining field-based landslide investigation with multi-year geospatial and in-situ time-series monitoring leads to a more resilient railway national transportation network able to meet Canada's future socioeconomic needs, while ensuring protection of the environment and resource-based communities from landslides related to extreme weather events and climate change. InSAR only measures displacement in the east-west orientation, whereas UAV and RTK-GNSS change-detection surveys capture full displacement vectors. RTK-GNSS do not provide spatial coverage, whereas InSAR and UAV surveys do. In addition, InSAR and UAV photogrammetry cannot map underwater, whereas boat-mounted bathymetric surveys reveal information on channel morphology and riverbed composition. Remote sensing datasets, consolidated in a geographic information system, capture the spatial relationships between landslide distribution and specific terrain features, at-risk infrastructure, and the environmental conditions expected to correlate with landslide incidence and magnitude. Reliable real-time monitoring solutions for critical railway infrastructure (e.g., ballast, tracks, retaining walls, tunnels, and bridges) able to withstand the harsh environmental conditions of Canada are highlighted. The provision of fundamental geoscience and baseline geospatial monitoring allows stakeholders to develop robust risk tolerance, remediation, and mitigation strategies to maintain the resilience and accessibility of critical transportation infrastructure, while also protecting the natural environment, community stakeholders, and Canadian economy. We propose a best-practice solution involving three levels of investigation to describe the form and function of the wide range of rapid and slow-moving landslides occurring across Canada that is also applicable elsewhere. Research activities for 2022 to 2025 are presented by way of conclusion.
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Couture, R. Landslide terminology - national technical guidelines and best practices on landslides. Natural Resources Canada/ESS/Scientific and Technical Publishing Services, 2011. http://dx.doi.org/10.4095/288066.

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Biek, Robert F., Peter D. Rowley, and David B. Hacker. Utah’s Ancient Mega-Landslides: Geology, Discovery, and Guide to Earth’s Largest Terrestrial Landslides. Utah Geological Survey, December 2022. http://dx.doi.org/10.34191/c-132.

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Southwest Utah contains what may be the largest landslide complex on land in the world. This complex includes three ancient side-by-side gigantic slides that cover an area roughly the size of Yellowstone National Park with a volume of slide debris that would nearly fill the Grand Canyon to its rim. Geologists call it the Marysvale gravity slide complex— “Marysvale” for the namesake volcanic field that partly failed catastrophically three separate times, and “gravity slide” to call attention to a special class of extremely large and geologically complex landslides several tens to thousands of square miles in extent. Here we refer to them simply as mega-landslides or slides—they are larger and far more interesting than geologists could ever have imagined.
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Wang, B., M. Ruel, R. Couture, P. T. Bobrowsky, and A. Blais-Stevens. Review of existing landslide guidelines, national technical guidelines and best practices on landslides. Natural Resources Canada/ESS/Scientific and Technical Publishing Services, 2012. http://dx.doi.org/10.4095/289864.

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Ayala-García, Jhorland, and Sandy Dall’Erba. The impact of preemptive investment on natural disasters. Banco de la República, September 2021. http://dx.doi.org/10.32468/dtseru.301.

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Extreme rainfall events are expected to become more frequent and more intense in the future. Because their mitigation is a challenge and their cost to human life is large, this paper studies the impact of preemptive investment against natural disasters on the future occurrence of landslides and the losses associated with it. Based on a panel of 746 Colombian municipalities with medium and high risk of landslides and an instrumental variable approach, we find that preemptive public investment can reduce the number of landslides, the number of people who die, are injured, or disappear after a landslide, as well as the number of people affected. However, we do not find any effect on the number of houses destroyed. The results reveal that local governments focus their preventive measures on saving the lives and the physical integrity of their citizens, but they pay less attention to the direct market losses of natural disasters. These results are relevant in the presence of imperfect private insurance markets and increased informal settlements.
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Bobrowsky, P., and R. Couture. Landslide terminology, Canadian technical guidelines and best practices related to landslides: a national initiative for loss reduction. Natural Resources Canada/ESS/Scientific and Technical Publishing Services, 2014. http://dx.doi.org/10.4095/293940.

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