Information 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,
Information Landslide-bridge interaction: Insights from an extensive database of
The systematic procedures mandated by Italian Guidelines for bridge classification provided an opportunity to compile a comprehensive database on landslide-bridge interactions.
Information (PDF) Understanding Landslide-Bridge Interactions through a
To overcome this problem, we propose a hybrid method (a three-step process) through seismic analysis and consideration of prior geomorphological characteristics of areas and aspects in a...
Information Analyzing landslide-induced debris flow and flow-bridge interaction by
Shiu, WJ., Lee, CF., Chiu, CC. et al. Analyzing landslide-induced debris flow and flow-bridge interaction by using a hybrid model of depth-averaged model and discrete element method.
Information Scaffold Load Calculation Overview
This document provides calculations to check the scaffold falsework for (a) wind moment, (b) maximum leg load, (c) diagonal braces, (d) factor of safety against overturning, and (e) soil bearing pressure.
Information Building a bridge over an active landslide Geotechnical and
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
Information Temporary Structures Manual, Compiled PDF
Proper use of the Temporary Structures Manual requires a thorough understanding of the principles of civil engineering design and construction, as well as familiarity with the relevant specifications.
Information Temporary Structure Manual, Chapter 7
Bridge scaffolding provides temporary access to areas of the bridge for workers and materials during bridge repair, retrofit, painting, and other construction activities. Bridge scaffolding is typically a
Information LRFD Seismic Analysis and Design of Transporation
The characterization of the stiffness of both conventional seat-type and integral abutments for inclusion in the global bridge model is presented. The effect of skewed abutments on the seismic performance
Information Sellwood Bridge Replacement: Landslide Mitigation
What does 3+ feet of displacement do to a bridge? How do we verify performance? Piles. What do we do if our interpretation changes? How do we respond to changes during construction?