Imperial College London

Emeritus ProfessorLidiaLonergan

Faculty of EngineeringDepartment of Earth Science & Engineering

Emeritus Reader of Geotectonics
 
 
 
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Contact

 

+44 (0)20 7594 6465l.lonergan Website

 
 
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Location

 

3.48Royal School of MinesSouth Kensington Campus

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Summary

 

Publications

Citation

BibTex format

@inproceedings{Procter:2023:10.56952/arma-2023-0724,
author = {Procter, A and Roberts, DT and Lonergan, L and Dee, SJ},
doi = {10.56952/arma-2023-0724},
publisher = {ARMA},
title = {Investigating the effect of sediment loading on the growth of a shale-cored anticline using finite element modelling},
url = {http://dx.doi.org/10.56952/arma-2023-0724},
year = {2023}
}

RIS format (EndNote, RefMan)

TY  - CPAPER
AB - Large-scale folding of sedimentary rock is generally considered to be a response to horizontal tectonic shortening. We test an alternative hypothesis where we propose that in basins with high sedimentation rates where folds are cored by mechanically weak mobile shale, fold growth can be amplified by the gravitational loading of the weak underlying shale. We use two-dimensional plane-strain, finite element code to investigate the mechanics of growth of a shale-cored fold in the South Caspian Sea Basin, where c.10 km of sediment was deposited in the last 6 Myr. The overburden and syn-kinematic sediments are modelled as poro-elastoplastic materials using a modified Cam-Clay critical state model and the mobile shale is modelled as visco-plastic Herschell-Bulkley material, at critical state. The results show that the atypical geometries of the fold strata can be explained by the application of horizontal shortening and simultaneous sediment loading of the visco-plastic layer. The viscosity of the shale determines whether differential loading will cause fold growth and its density controls the magnitude of fold amplification, with a lower density causing greater fold amplification. Results demonstrate that the magnitude of shale inflation is controlled by complex interaction of the relative amounts of shortening and sedimentation rate.
AU - Procter,A
AU - Roberts,DT
AU - Lonergan,L
AU - Dee,SJ
DO - 10.56952/arma-2023-0724
PB - ARMA
PY - 2023///
TI - Investigating the effect of sediment loading on the growth of a shale-cored anticline using finite element modelling
UR - http://dx.doi.org/10.56952/arma-2023-0724
ER -