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Numerical Modelling of Vehicle Loads on Buried Orthotropic Steel Shell Structures

TLDR
In this paper, an investigation was performed for live load forces applied to soil-steel structures under shallow backfill depths, specifically a long span deeply corrugated box culvert.
Abstract
An investigation was performed for live load forces applied to soil-steel structures under shallow backfill depths, specifically a long span deeply corrugated box culvert. The work was also relevant to other types of flexible buried structures and loading scenarios. The investigation involved the application of both a robust experimental testing process and the development of 3-D finite element models. Full scale live load tests, performed in Dorchester NB, were executed to obtain a large sample of experimental data. The testing program was designed specifically to fully characterize the structural response of a long span box culvert to CHBDC design truck live loads. The program included live load testing at six different backfill depths with 21 unique truck positions per lift, with instrumentation at four separate rings. The experimental data was used to assess and calibrate the finite element models being developed to predict structural effects. The finite element software package ADINA was used to model the test structure in 3-D. The basics of model development, such as element types, boundary conditions, loads, and other analysis options were discussed. An orthotropic shell modeling approach to accurately describe the corrugated plate properties was developed. A number of soil constitutive models, both linear and nonlinear, were examined and evaluated. The data obtained from experimental testing was compared to the results obtained by the finite element modeling and the various soil models were evaluated. A parametric study was performed examining the sensitivity of modeling parameters. The impact of various assumptions made regarding the model was quantitatively established. The thesis provided guidance on the 3-D modeling of soil-steel structures allowing future researchers to study the factors which were significant to their design and field applications.

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Citations
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Journal ArticleDOI

Numerical Simulation of Hysteretic Live Load Effect in a Soil-Steel Bridge

TL;DR: In this paper, a numerical simulation of hysteretic live load effect in a soil-steel bridge was performed using Flac finite difference code and the results of numerical analysis were in fair agreement with the experimental evidence.
Journal ArticleDOI

Minimum depth of soil cover above long-span soil-steel railway bridges

TL;DR: In this paper, two-dimensional finite element analyses of four low-profile arches and four box culverts with spans larger than 8 m were performed to develop new patterns for the minimum depth of soil cover by considering the serviceability criterion of the railway track.
References
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Book

Foundation analysis and design

TL;DR: In this paper, Fondation de soutenagement et al. presented a reference record for Dimensionnement Reference Record created on 2004-09-07, modified on 2016-08-08.

Soil Parameters for Design of Buried Pipelines

TL;DR: In this article, the authors present a table of recommended design parameters for soil, showing their physical significance and comparing the resulting stiffness and strength for the variety of soil and compaction levels tested.
Journal ArticleDOI

Metal Culvert Response to Live Loading: Performance of Three-Dimensional Analysis

TL;DR: In this paper, a 3D elastic procedure was used to examine the response of a 9.5m span low-profile metal arch culvert to surface live load, which was measured and analyzed at very low cover.
Journal Article

Recommended specifications for large-span culverts

TL;DR: In this paper, the authors present the findings of a study to develop recommended design and construction specifications for metal and concrete large-span culverts and describe the research effort leading to the recommended specifications and include information on field-testing and computer modeling.
Journal ArticleDOI

Soil-Steel Structure Response to Live Loads

TL;DR: In this article, an improved simplified method is presented to calculate the conduit wall thrust due to live loads, and the impact factor is not negligible even if the depth of cover is larger than 3 ft.
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