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with a road h rete) was 21 H = 16.12 M 490 m. The s. The results ements [6]. scussion Determinist tening zone n inary asses robabilistic f e exceedanc anisotropic c dgments rch leading disposal, OP lity company s P., Vardon, P ctive Waste R -549). Spring C. and Rothf an argillite. A B. 2004. Mod ire souterrain ure des Mine án-Carrillo, L s of Long-Ter echanics and L.B., Hadj-Ha ical long-term and Chemis , G., Noiret, A Oxfordian cl echanics and ERA Conferen lus is assum e, as little da n n analysed i header, an o cm thick [4] MPa, h =v statistics in s are shown

tic radial dis e in grey and ssment com framework pr ce of a certa convergence to these re PERA. OPER y Elektricitei P.J. and Hick Repository in ger Internatio uchs, T., 200 pplied Clay S delisation de n de Meuse/ es de Paris. I L.M., Sulem, rm Anisotrop d Rock Engin assen, F., Tij m behaviour try of the Ea A., Zghondi, aystone at th d Geotechnic nce on Radioa med to be a ata is availab n this sectio ver excavati . The drift wa = 12.4 MPa Table 1 we in Figure 4 splacement d plastic res plastic zo pares favou rovides a wa ain plastic lim measureme esults has re RA is finance ts-Produktie ks, M.A., 201 Boom Clay. onal Publishi 04. Experime Science, 26( la zone endo Haute-Marne n French. J., Seyedi, D pic Converge neering, 49(1 jani, M. and A of the GMR rth, Parts A/ J. and Seye he Meuse/Ha cal Engineeri active Waste M 63 approximatel ble about the on. It has a c on (overcut) as parallel to

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(left), plasti sidual zone one limit (rp, urably well ay to assess mit. However ents. received fun ed by the Du maatschapp 5. Prelimina . In Engineer ing. ental study o 1), pp.325-3 ommagee in e (argilites d D.M., Ghabez ence in Drifts 1), pp.97-114 Armand, G., gallery in AN B/C, 36(17), edi, D.M., 201 aute-Marne U ing, 5(3), pp. Management a ly half that o tangential m circular secti of 15 mm is o H, and the water press the MC sim ial displacem ic radius aro in red) and ,lim) (right) with radial s the probab r, the idealise ding from t utch Ministry pij Zuid-Nede ary Assessme ring Geology of the hydro-m 36. duite par le c e l'Est). App zloo, S., Noi Excavated i 4. 2011. New NDRA’s Und pp.1872-187 13. Short-and Underground .221-230. and Geologica of elastic m modulus. on with a ra s used in the e initial in situ sure of uw,0 = ulation, assu ments (Figure

ound the tun probability displaceme ility of unsat ed isotropic he Dutch re y of Econom erland (EPZ) ent of Tunne y for Society a mechanical b creusement lied geology. ret, A. and A n Callovo-Ox numerical m erground Re 77. d long-term b d Research L al Disposal modulus and adius of 2.6 m e simulation. u stress state = 4.5 MPa wa uming trunc e 4 left) are c nnel openin of exceedan ent measure tisfactory per DP model is esearch pro mic Affairs an ), and is coo el Stability for and Territory behaviour of du puits d'ac . Ecole Natio Armand, G., 2 xfordian Clay odelling of th esearch Labo behaviors of Laboratory. J the COV is m. As it was The support e was quasi-as used at a cated normal compared to ng (middle, nce (Pf) of a ements. The rformance in s not able to ogramme on nd the public ordinated by r a y-Volume 6 the Callovo-cces au onale 2016. ystone. he oratory. drifts in the Journal of s s t -a l o a e n o n c y