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Tunnelling

 
   

 

 

BEAM® – Introduction

Geoelectrical Ahead Monitoring
While TBM-Boring
 

BEAM is a non-intrusive focused-electrical induced polarisation ground prediction technique, permanently operating while TBM tunnelling.

 

Main components of the survey system are the measuring unit placed in the TBM operator cabin and special adapted excavation tools which are used as electrodes. The unit is connected to the guidance system and receives the boring signal which allows fully automatic data acquisition and visualisation in real-time on an integrated monitor. Communication facilities transfer the forecast results to every accredited computer world wide simultaneously.

 

Based on the measuring data the percentage frequency effect PFE and the resistivity R, an advanced evaluation software is established for geoelectrical-geological/ hydrogeological classification and interpretation.

 

Since 2000 the geophysical probing system is fulfilling the practical demands under the rough and various conditions of TBM tunnelling work by indicating reliable results in hard rock as well as in soft ground.

 

Early warning information of significant ground changes while tunnelling is advantageous to reduce hazardous risks, in particular during excavation with tunnel boring machines. Accidents or complications and hence expensive standstills can be prevented by planning precautionary and logistical measures.

 

On the condition that TBM operations and lining works should not be obstructed by data acquisition, a probing and documentation without predrillings is one major demand. On the other hand knowledge of non-critical ground conditions ahead of the face allows rapid excavation resulting in high production rates and contributes to shield staff and equipment.

 

The Bore-Tunnelling Electrical Ahead Monitoring - BEAM -, developed and patented by Kaus et. al., managing director of GET, is a geophysical ground prediction technique especially designed for the underground construction industry.

 

Supplied on a rental basis by GET, it is increasingly ordered since the year 2000 to serve at international TBM projects with a total tunnel prediction length of more than 100km.

 

Beside the standard TBM operations, special applications has been performed for drill & blast drives and also perimeter investigations for cavity detection in karst formation around existing tunnels.

 

1D or 3D forecast results in real-time

   


BEAM unit in TBM operator cabin

News

2012
Contractor IMPREGILO S.p.A. has ordered the 5th BEAM unit for detection of water-bearing cavities during excavation at their STEP DEEP TUNNEL SEWER projects in Abu Dhabi.

Location: Emirates (UAE), Abu Dhabi;
Predition System:
BEAM-SCAN;
TBM:
no. 5 HERRENKNECHT EPB-TBMs, each about 6.34m to 6.54m diameter;
Tunnel lenght: each about 5,000m;
Geology: dolomitic claystones and siltstones, gypsum, clay, silt;
Investigation targets:
water-bearing cavities and zones of increased permeability;
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2011
BEAM-SCAN system is equipped at the largest Herrenknecht EPB-TBM ever built in the world. TBM drive with BEAM ahead monitoring system has started work in Summer 2011 to extend the A1 highway between Bologna and Florence in Italy.

Location: Bologna-Florence, Italy;
Predition System:
BEAM-SCAN;
TBM:
HERRENKNECHT EPB-TBM, 15.55m diameter;
Tunnel lenght: 2 tubes, each about 2,500m;
Geology: unconsolidated weathered complex ophiolitic geology;
Investigation targets:
fault zones and differnetiation between arenitic and argilitic/pelitic geology;
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2010

First installation of BEAM system in South America. Since January 2010 it accompanies a gaspipe tunnel project near Sao Paulo.

Location: Brazil, Sao Paulo;
Prediction System: BEAM-INTEGRAL;
TBM: WIRTH Hard Rock Double Shield TBM, 6.3m diameter;
Tunnel lenght: about 5,000m;
Geology: gneisses, granites, diabas dykes;
Investigation targets:
subhorizontal and subvertical water-bearing fault and fracture zones;

   
   


Excavation tools are used
 as measuring electrodes

   


Connection with protection at the
backwall of a cutter head in proper conditions after 1,000m of excavation

   


Detection of an old mine cavity ahead of the face with indicated thickness of 2m

             
Representatives

Following companies act as our representatives in their countries:

ANBEL S.r.l., Milano, Italy
e-mail contact
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SUMPER S.L., Madrid, Spain
e-mail contact
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EPC Ltd., Hong Kong, China
e-mail contact

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EARTHTEK Ass. Ltd., Ontario,
Canada
, North America
e-mail contact

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Lateral distribution view of PFE values (3D): Indication of a cavity (red anomaly) within pyroclastics on the left top side (quarter IV) of the TBM


                       
                         

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