Imperial College London

ProfessorJamieStanding

Faculty of EngineeringDepartment of Civil and Environmental Engineering

Professor of Ground Engineering
 
 
 
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Contact

 

+44 (0)20 7594 6072j.standing

 
 
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Assistant

 

Ms Sue Feller +44 (0)20 7594 6077

 
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Location

 

531Skempton BuildingSouth Kensington Campus

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Summary

 

Publications

Citation

BibTex format

@inbook{Harris:2013,
author = {Harris, DI and Mair, RJ and Burland, JB and Standing, JR},
booktitle = {Geotechnics and Heritage: Case Histories},
pages = {137--152},
title = {Protective compensation grouting operations beneath the Big Ben Clock Tower},
year = {2013}
}

RIS format (EndNote, RefMan)

TY  - CHAP
AB - The construction of the Jubilee line Extension Station at Westminster, London was predicted to produce significant movements of the Big Ben Clock tower and the adjoining Palace of Westminster. The works consisted of the excavation of two 7.4 m tunnels and a 39 m deep station escalator box located 34 m north of the foundations of the Clock Tower. The protective measures adopted to minimise damage to these priceless historic buildings consisted primarily of compensation grouting below the Clock Tower and proved extremely effective in controlling settlement and tilt of the structure. This case study not only demonstrates the success of this innovative protective measure, but also shows the value of careful interpretation of appropriate numerical modelling and the results of high quality monitoring during and after completion of the works.
AU - Harris,DI
AU - Mair,RJ
AU - Burland,JB
AU - Standing,JR
EP - 152
PY - 2013///
SN - 9781138000544
SP - 137
TI - Protective compensation grouting operations beneath the Big Ben Clock Tower
T1 - Geotechnics and Heritage: Case Histories
ER -