№ files_lp_3_process_7_007282
Technical paper presenting comparative field observations and monitoring results from adjacent trial grout shafts at Bond Street Station assessing two horizontal drilling techniques for Tube-à-Manchettes installation in London Clay within the Crossrail Western Tunnels works.
Authors: P. Pérez Lupi; Lewis; J Adetoye; X Gonzalez; N. Gallego Ramirez; Z. Munn; D. Campos
Affiliations: Bam Ferrovial Kier JV; Crossrail Ltd; Keller Bam Ritchies; Keller Getec ITMSoil
Project: Crossrail C300/410 Western Tunnels
Location: Central London (Bond Street, Tottenham Court Road, Holborn)
Geological Formation: London Clay
Type of Document: Technical conference paper
Subject: Horizontal drilling methods for compensation grouting
Drilling Methods Compared: Partially cased water-flush rotary method; Partially cased auger rotary method
Infrastructure Context: Bond Street Station and associated tunnel works
Monitoring System: Hydrostatic Levelling Cells (HLC)
Key Topics: Ground movement control; settlement and heave; drilling accuracy; spoil disposal; asset management; safety
Acronyms: TaM (Tube-à-Manchettes); SCL (Sprayed Concrete Lining); TBM (Tunnel Boring Machine); I&M (Instrumentation and Monitoring); HLC (Hydrostatic Levelling Cell)
Shaft Diameter: 4.5 m
Average Shaft Depth: 15 m
Typical TaM Length: 50–90 m
Settlement Control Limit: 10 mm contour; treatment until settlement rate below 2 mm per year
Price: 8 / 10 USD
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