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On the dissolution, precipitation and transport processes in sulphatic swelling rocks
Language: en
Pages: 250

On the dissolution, precipitation and transport processes in sulphatic swelling rocks

Authors: Konstantinos Serafeimidis
Categories: Technology & Engineering
Type: BOOK - Published: 2014-10-22 - Publisher: vdf Hochschulverlag AG

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Sulphatic claystones are among the most problematic rocks in tunnelling due to their distinctive swelling properties. They are known to have caused severe damag
Experimental investigations for the modelling of anhydritic swelling claystones
Language: en
Pages: 344

Experimental investigations for the modelling of anhydritic swelling claystones

Authors: Tara Wanninger (-Huber)
Categories: Technology & Engineering
Type: BOOK - Published: 2020-07-01 - Publisher: vdf Hochschulverlag AG

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Experimental investigations for the modelling of anhydritic swelling claystones
Geomechanics from Micro to Macro
Language: en
Pages: 1668

Geomechanics from Micro to Macro

Authors: Kenichi Soga
Categories: Technology & Engineering
Type: BOOK - Published: 2014-08-26 - Publisher: CRC Press

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Geomechanics from Micro to Macro contains 268 papers presented at the International Symposium on Geomechanics from Micro and Macro (IS-Cambridge, UK, 1-3 Septem
On the variability of squeezing behaviour in tunnelling
Language: en
Pages: 358

On the variability of squeezing behaviour in tunnelling

Authors: Florence Mezger
Categories: Technology & Engineering
Type: BOOK - Published: 2020-07-01 - Publisher: vdf Hochschulverlag AG

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On the variability of squeezing behaviour in tunnelling
On the role of constitutive behaviour in the response of squeezing ground to tunnelling
Language: en
Pages: 205

On the role of constitutive behaviour in the response of squeezing ground to tunnelling

Authors: Weijie Dong
Categories: Technology & Engineering
Type: BOOK - Published: 2017-08-14 - Publisher: vdf Hochschulverlag AG

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Squeezing conditions in tunnelling are characterized by the occurrence of large deformations of the opening or high rock pressure that may overstress the lining