1-6 of 6
Keywords: clay layer
Close
Follow your search
Access your saved searches in your account

Would you like to receive an alert when new items match your search?
Close Modal
Sort by
Proceedings Papers

Paper presented at the ISRM International Symposium, November 19–24, 2000
Paper Number: ISRM-IS-2000-572
... by EIG PRACLAY (Economic Interest Grouping between the Belgian radioactive waste agency NIRAS/ONDRAF and the SCK•CEN). Bruyn gallery waste management implement full-scale demonstration test ground freezing technique neerdael convergence clay layer lining excavation unfrozen clay...
Proceedings Papers

Paper presented at the ISRM International Symposium, November 19–24, 2000
Paper Number: ISRM-IS-2000-066
... simulated. The mechanism of the porewater pressure increase due to creep is explained also in this paper. Finite element consolidation modelling of the soils underneath Berthierville test embankment is then carried out. It is found that the compression of the clay layer computed from the FE model is in good...
Proceedings Papers

Paper presented at the ISRM International Symposium, November 19–24, 2000
Paper Number: ISRM-IS-2000-308
... of the pre-loaded clay ground influenced by the distribution of OCR in clay ground. Comparing the results of the analyses with those of consolidation tests, it was found that the amount of the residual settlements were varying with the difference of the distribution of OCR in clay layer at the end of...
Proceedings Papers

Paper presented at the ISRM International Symposium, November 19–24, 2000
Paper Number: ISRM-IS-2000-278
... Amsterdam full scale test amsterdam Stoel Reservoir Characterization relation clay layer pile foundation tensile strength Upstream Oil & Gas secant modulus diameter compressive strength A.E.C. van der Stoel 1/7 STRENGTH & STIFFNESS PARAMETERS OF JET GROUTING COLUMNS : FULL SCALE TEST...
Proceedings Papers

Paper presented at the ISRM International Symposium, November 19–24, 2000
Paper Number: ISRM-IS-2000-435
... imperfection in the modeling of the physical process. relation probability theory discontinuity zadeh Engineering geotechnical engineering water pressure Artificial Intelligence rock bearing strength modeling information application excessive settlement fuzzy logic clay layer fuzzy...
Proceedings Papers

Paper presented at the ISRM International Symposium, September 21–24, 1981
Paper Number: ISRM-IS-1981-204
... condition of the ground as obtained from the results of boring is given in Table 1 with clay layers of thicknesses of 30 cm, 20 cm, and 10 cm produced by weathering of the green tuff found at depths of approximately 16 m, 36 m and 47 m, respectively, from the surface. Also, a number of cracks is found at...

Product(s) added to cart

Close Modal