On the Feasibility of TBM Drives in Squeezing Ground and the Risk of Shield Jamming

On the Feasibility of TBM Drives in Squeezing Ground and the Risk of Shield Jamming
Author :
Publisher : vdf Hochschulverlag AG
Total Pages : 202
Release :
ISBN-10 : 9783728133632
ISBN-13 : 3728133639
Rating : 4/5 (639 Downloads)

Book Synopsis On the Feasibility of TBM Drives in Squeezing Ground and the Risk of Shield Jamming by : Marco Ramoni

Download or read book On the Feasibility of TBM Drives in Squeezing Ground and the Risk of Shield Jamming written by Marco Ramoni and published by vdf Hochschulverlag AG. This book was released on 2010 with total page 202 pages. Available in PDF, EPUB and Kindle. Book excerpt: Squeezing ground represents a challenging operating environment as it may slow down or obstruct TBM operation. Due to the geometrical constraints of the equipment, relatively small convergences of 10-20 cm may lead to considerable difficulties in the machine area (sticking of the cutter head, jamming of the shield) or in the back-up area (e.g., jamming of the back-up equipment, inadmissible convergences of the bored profile, damage to the tunnel support). Depending on the number and the length of the critical stretches, squeezing conditions may even call into question the feasibility of a TBM drive. On account of this, and bearing in mind the steady increase in the number of tunnels excavated with TBMs through so-called "difficult ground conditions", the topic investigated in this PhD thesis is of great practical relevance.Based upon case histories reported in the literature, Part I sets out firstly to give an overview of the specific problems of TBM tunnelling under squeezing conditions. Part II presents a computational model which simulates accurately and efficiently the advancing TBM and the installed tunnel support in one single computational step applying the so-called "steady state method". Part III advances a number of theory-based decision aids, which will support rapid, initial assessments to be made of thrust force requirements. Part IV investigates the complex problem of the interaction between the advancing TBM, the consolidating ground and the lining. Emphasis is thereby placed on the effect of the gross advance rate and the effect of ground permeability on shield loading during regular TBM operation (the boring process including short standstills) and during a long standstill.


On the Feasibility of TBM Drives in Squeezing Ground and the Risk of Shield Jamming Related Books

On the Feasibility of TBM Drives in Squeezing Ground and the Risk of Shield Jamming
Language: en
Pages: 202
Authors: Marco Ramoni
Categories: Science
Type: BOOK - Published: 2010 - Publisher: vdf Hochschulverlag AG

DOWNLOAD EBOOK

Squeezing ground represents a challenging operating environment as it may slow down or obstruct TBM operation. Due to the geometrical constraints of the equipme
On the role of constitutive behaviour in the response of squeezing ground to tunnelling
Language: en
Pages: 205
Authors: Weijie Dong
Categories: Technology & Engineering
Type: BOOK - Published: 2017-08-14 - Publisher: vdf Hochschulverlag AG

DOWNLOAD EBOOK

Squeezing conditions in tunnelling are characterized by the occurrence of large deformations of the opening or high rock pressure that may overstress the lining
Spatial Effects in Tunnelling Through Squeezing Ground
Language: en
Pages: 173
Authors: Linard Cantieni
Categories: Technology & Engineering
Type: BOOK - Published: 2011 - Publisher: vdf Hochschulverlag AG

DOWNLOAD EBOOK

On the variability of squeezing behaviour in tunnelling
Language: en
Pages: 361
Authors: Florence Mezger
Categories: Technology & Engineering
Type: BOOK - Published: 2020-07-01 - Publisher: vdf Hochschulverlag AG

DOWNLOAD EBOOK

On the variability of squeezing behaviour in tunnelling
Geotechnical Aspects of Underground Construction in Soft Ground
Language: en
Pages: 1846
Authors: Mohammed Elshafie
Categories: Technology & Engineering
Type: BOOK - Published: 2021-05-11 - Publisher: CRC Press

DOWNLOAD EBOOK

Geotechnical Aspects of Underground Construction in Soft Ground comprises a collection of 112 papers, four general reports on the symposium themes, the Fujita L