Landslide Best Practices Handbook
Classify the type and form of landslide, based on typical landslide movement and hazards in southwestern Pennsylvania. Differentiate between temporary and permanent mitigation response,
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Classify the type and form of landslide, based on typical landslide movement and hazards in southwestern Pennsylvania. Differentiate between temporary and permanent mitigation response,
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A nonlinear variation safety factor calculation method for slopes based on slide mass shear constitutive model and landslide displacement
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First, the ways in which the landslides are presented, including in the form of fluid and flow, on flexible and rigid barrier structures are reviewed. Then, the modes of collapse of some studied bridges are
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This work presents the development of a database containing 41 international case studies on interactions between landslides and bridges or viaducts.
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Landslides pose a significant threat to communities worldwide, and assessing their risk is crucial for effective disaster management and mitigation. The Landslide Numerical Risk Factor (LNRF) method
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The recurrence probability of the derived antecedent rainfall threshold and likely landslides was determined through the Poisson distribution. Moreover, we assess the landslide susceptibility of
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Article Open access Published: 01 July 2024 Model test study of bridge pile horizontal bearing behavior under landslide deformation Yan-yan Zhao, Hai
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Understanding bridge design is essential for any civil engineer, and a crucial part of that is knowing what is a bridge formula and how to use it. These formulas, often codified by organizations like the
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The agency''s recent rule, Safety Standards for Scaffolds Use in the Construction Industry rule aims to protect workers using scaffolding in construction work. Scaffolding hazards continue to rank high on
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The tree roots, therefore, increased the factor of safety against sliding 9-fold, in this case. Based on observations of many landslides of various thicknesses in the Cincinnati area, Mary has tentatively
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The landslide velocity in reservoirs is a key index in evaluating landslide hazards. The conventional 2D velocity calculation method cannot consider the 3D characteristics of a landslide,
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For truss type bridges, if the proposed shop drawings do not comply with the scaffold staging shown in the contract documents, the calculations must also include tension and compression force demand
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The analysis of landslide movements and their consequences on infrastructure is of pivotal interest for social and economic reasons. This article investigates the interaction between bridges
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Efforts are underway to develop practical tools for authorities and infrastructure managers, encompassing factors influencing bridge response, especially under the action of natural hazards.
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The research conducted contributes to bridging the gap in understanding landslide-bridge interactions, providing valuable insights for infrastructure management and safety enhancement.
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This article explores the essential aspects of scaffolding in bridge construction, catering specifically to building finishing contractors, and provides an in‐depth guide on the nuances and best practices of
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Accurate and complete landslide inventories are needed to train hazard models (See Coseismic landslide hazard mapping methodologies-Von Voigtlander).
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However, a full process of debris flow event from landslide induced flow initiation, through the formation and the collapse of a natural dam, toward massif debris flow run-out simulation and the final flow
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Abstract Landslides can result in enormous casualties and huge economic losses in mountainous regions. In order to mitigate landslide hazard effectively, new methodologies are
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Abstract A twin girder 7-pier bridge, belonging to the "Egnatia" highway that has been facing numerous challenging geohazards, is built within an active landslide. Its seismic perfor-mance is investigated
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PDF | The runup height and impact load of landslide debris are the key parameters for design of debris hazard mitigation structures.
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The service condition corresponds with the self-weight of the scaffolding, a working load on the scaffolding and a working wind load, while the out of service condition corresponds with the self
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Furthermore, a critical embedment depth exists for the bridge pile foundation built on a high and steep slope, which varies at different locations
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As the major concern was the influence of the landslide movements on the bending moments and shear forces on each pile group, it was decided to use initially a 3D (ABAQUS) model as a guide for the
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Abstract Engineering practice shows that the deformation of the slide-resistant pile may be transferred to the adjacent bridge foundation on an inclined slope, which can compromise the safety of the entire
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