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Keywords: contact zone
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Proceedings Papers

Paper presented at the 12th ISRM Congress, October 16–21, 2011
Paper Number: ISRM-12CONGRESS-2011-331
... the axial resistances in the contact zone between building structure and rock increase when they approach the isotropic stress state, so that the fluid pressures acting in one-side axial direction can be taken up in the long term without additional technical measures. 2.3 Anhydrite With the salt dome s...
Proceedings Papers

Paper presented at the 11th ISRM Congress, July 9–13, 2007
Paper Number: ISRM-11CONGRESS-2007-050
... coefficient rock strength dip angle rock mass classification contact zone Daya Bay equation Jinzhou 11th Congress of the International Society for Rock Mechanics Ribeiro e Sousa, Olalla & Grossmann (eds) © 2007 Taylor & Francis Group, London, ISBN 978-0-415-45084-3 Discontinuity distribution...
Proceedings Papers

Paper presented at the 11th ISRM Congress, July 9–13, 2007
Paper Number: ISRM-11CONGRESS-2007-155
... stress increasing procedure. The deformability of the contact zone is described by the shear stiffness and dilation angle. The analysis of shearing results shows that the concrete to limestone contact behaves in accordance with the constant peak displacement model. 1 INTRODUCTION The contact between...
Proceedings Papers

Paper presented at the 7th ISRM Congress, September 16–20, 1991
Paper Number: ISRM-7CONGRESS-1991-215
... state which is characterized by mass displace- ment, U , and pressure in contact, P=P =Pk In thisPcase a law of mass pressure chWnge in the mass contact zone can be put approximate- ly through displacement: 2G Onp Rp2(0) t U0R61 +201 R2 ~ (2) l+t to and pressure on the face will increase accor- ding...
Proceedings Papers

Paper presented at the 2nd ISRM Congress, September 21–26, 1970
Paper Number: ISRM-2CONGRESS-1970-222
... as follows: — Open cracks were prevailing and consequently rock masses were more deformable than in the usual arch dam site. — Left bank, especially in its middle height, presented poor and deformable rock masses, due to the existences of several fractured zones, including a contact zone thermally...
Proceedings Papers

Paper presented at the 2nd ISRM Congress, September 21–26, 1970
Paper Number: ISRM-2CONGRESS-1970-131
... conditions, become more hard the requirements to substantiation of strength characteristics for rock foundations and for the contact zone of the rock foundation with the concrete structure. Such a state of things is unavoidable, as with the increase of stresses transmitted from the structure...
Proceedings Papers

Paper presented at the 1st ISRM Congress, September 25–October 1, 1966
Paper Number: ISRM-1CONGRESS-1966-108
... with partly closed joints; in contact Zone with different signs of movement lavas are heavily broken and crushed with numerous slickensides. In these zones the erosion activity of the river and the formation of recent landslides were concentrated. Rêsume Dans le canyon du fleuve Hrazdan à Erevan les...

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