IDENTIFY & DESIGN PROTECTION WORKS

GEOLOGICAL -GEOTECHNICAL MODEL

SITE INVESTIGATIONS (All previous data, desk

study, other project data.)

BUILDING RISK ASSESSMENTS &

PROTECTION PLANS. Allowable

Limits of Deformation

ALIGNMENT OF RAIL

TRACK & STATION

LOCATION

INSTRUMENTATION DESIGN

SETTLEMENT ANALYSIS

Ground loss, shield loss,

tailskin loss, sensitivity

TBM OPERATIONAL PARAMETERS &

RANGE -Face Pressure, grout

pressure/volume

SURVEYS FOR UTILITIES, ID

NATURE OF MATERIAL &

ALLOWABLE LIMITS OF

GEOLOGICAL PROFILE & GEOTECHNICAL

PARAMETERS

SITE INVESTIGATIONS

Supplementary & Instrumentation

Installation

BUILDING CONDITION SURVEYS, STRUCTURAL SURVEYS,

Confirm Extent and magnitude of

settlement, correctness of face pressure

Confirm /Reassess Geological profile and

face pressures required to ensure

settlements controlled.

Confirm or Revise Building protection

Works as required. Revise risk assessment

MONITORING

TBM Parameters

Face Pressure

Grout Volume & Pressure

Muck Volume

Thrust, torque & Advance Speed

Instrumentation

Drilling Data against geological profile

Planned against actual settlement

Monitoring of Treated Areas

Immediate Actions

Reading Frequency

Accuracy checks

Visual Inspections of surface/buildings

SAFE TUNNELLING

Controlled settlement, minimal impact on

infrastructure, optimised face pressures,

controlled progress

CONSTRUCTION

Tunnelling

TBM Operation

Face pressure,

Grouting Volume & Pressure

Muck Volume

Thrust

Torque

Speed of Advance

Steering / Survey Control

Lining Erection

Build Quality / Repars

Alignment

Ground Treatment

Drilling

Grouting

Verification

Immediate Actions

Alarm Plans

Standard Operating Procedures

Emergency Plans

DESIGN OF TUNNEL ADVANCE

Horizontal & Vertical Alignment - deeper tunnels have greater pressures, tight curves may require tapered rings

Geotechnical Interpretation - possible geological hazards, mixed face conditions, geological boundaries

Face Pressures - control of face pressure to avoid stress relaxation & overexcavation

Weights / Volumes - assessment of weight based on range of in-situ density, assess likely use of soil conditioning

Instrument Plan - types & distribution of instruments based on predicted settlements and location of buildings, frequency of reading

Settlement Contours & Settlement Limits - assessment of extent of predicted settlement, allows a check to be carried out during

construction

Required Consolidation Works - building protection worked to prevent any adverse effects due to settlement.

High Risk Areas, Structures & utilities- indicated on drawings to advise of additional care/reporting

Anticipated Anomalies & Actions - Loss of face pressure, additional grout, overexcavation

Probing - predicted geology, tates of penetration

TUNNEL MANAGEMENT PROCESS

DESIGN INPUT

DESIGN PROCESS

DESIGN OUTPUT

CONSTRUCTION INPUT

CONSTRUCTION PROCESS

CONSTRUCTION OUTPUT

Input 'field data' &/or correction factors into design

TBM - GROUND INTERACTIONCompliance with settlement limits

Compliance with Face Pressure & Grout requirements

Compliance with alignment

TBM DesignSegment Design

ALIGNMENT VALIDATION -Wriggle survey

ALIGNMENT VERIFICATION - Track Work Validation

CONFIRM ALIGNMENT - Design modifiaction may be necessary, signalling, route restrictions.