Document Search
| Document Title | Document Type | Abstract | Authors | Publication date |
|---|---|---|---|---|
| Observed differences in the behaviour of the London Clay sub-units during SCL works for Bond Street Station and Tottenham Court Road Station (C300/410) | Technical Paper |
Crossrail contract C300/C410 involved the construction of a number of SCL tunnels at Bond Street and Tottenham Court Road Stations, and the Fisher Street crossover as well as six cross passages between the two running tu... |
Shawn Sismondi, BEng FGS, Vicky Potts MA MSc PhD, Wolfgang Weinmar, MSc MEng, ICE Publishing | 07/09/2015 |
| Risk Management Policy | Good Practice Document |
Managing risk and uncertainty is critical to the successful delivery of Crossrail. This Risk Management Policy was put in place to ensure that risk management is an integral, visible and consistent part of routine manage... |
Crossrail Ltd | 27/09/2016 |
| Environmental Assessment of Oversite Developments | Micro-report |
This paper explains the Crossrail approach to and process for undertaking environmental assessments to accompany planning applications made for Oversite Development (OSD). The legal context for carrying out EIA for Cross... |
Claire Wright BSc(Hons) MSc AIEMA | 27/09/2016 |
| Real time determination of the utilisation of a sprayed concrete lining during tunnelling | Technical Paper |
The displacements of sprayed concrete lining must be measured during tunnel excavation. In order to assess stability the displacements are checked against predictions. Generally, if the measured displacements are equal o... |
Dr Alfred Stärk Dipl Ing Dr Ing, Dr Rudolf Zachow, ICE Publishing | 07/09/2015 |
| Quality Professional Resourcing and Development | Case Study |
This case study describes Crossrail’s approach to resourcing the client and supply chain teams for quality. Early on there were concerns that, in terms of quality, the construction industry is playing catch-up in... |
Andrew Holt | 27/09/2016 |
| Effective and sophisticated supply chain intelligence | Micro-report |
During the Crossrail project the Programme Supply Chain Team closely monitored the Tier 2 supply chain. This activity saw the team monitoring all ‘critical’ packages across every site, seeking to identify potential f... |
Simon Pain BA(Hons) ACA MCIPS | 27/09/2016 |
| Reinforced Shotcrete with Bar Diameters up to 32mm | Technical Paper |
The Crossrail project in London is currently the largest infrastructure project in Europe. The contract C510 comprises the construction of two underground stations in sprayed concrete lining (SCL), Liverpool Street and W... |
Martin Fischer, Matthias Hofmann, ICE Publishing | 07/09/2015 |
| Variation in permeability and dewatering performance for part of the Crossrail route in east London | Technical Paper |
The Crossrail project is a new underground railway crossing London from west to east. The project involves the construction of 21km of twin bore tunnel and 8 new underground stations. In the east the route alternates bet... |
Dr Ursula Lawrence PhD Eur.Geol C.Geol FGS C.Sci, R. Beagley, S. Norgate, A. Thrower, ICE Publishing | 07/09/2015 |
| Multi-aquifer pressure relief in east London | Technical Paper |
Two adjacent deep shafts in east London involved excavation to 30 m below standing groundwater level and required temporary control of pressures in the Lower Aquifer below the London Clay. Three distinct aquifer horizons... |
T.O.L Roberts, E. Linde, C. Vicente, G. Holmes, ICE Publishing | 07/09/2015 |
| Volume Loss and Long Term Settlement at Kempton Court, Whitechapel | Technical Paper |
Predictions of ground movements due to tunnelling extensively rely on empirical methods based on published case studies of tunnels constructed in similar ground conditions. Prediction of ground movement is necessary to e... |
Nigel Hill, Dr Alfred Stärk Dipl Ing Dr Ing, ICE Publishing | 07/09/2015 |