Blatter C.'s Analysis PDF

By Blatter C.

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Symmetry and continuity impose additional conditions on the derivatives on the boundaries: for instance, on the vertical boundary between segment 2 and segment 3 WX(0, y ) = - W A O , b -v) (1) and therefore the rotation is zero at midheight, and the mean rotation is zero on the boundary between segments 2 and 3. The same condition applies on the inclined boundaries between I and 2, between 3 and 4, and so on. of wall X Fig. 3. Elevation and reference axes. mean rotation on its inclined and vertical sides, and it is a good approximation to treat it as clamped on all three sides.

In order to enable visual examination, water in the excavations was pumped out. The examination revealed the following qualitative features in each of the test pits (see Fig. 6). (1) Sand backfill of thickness between 10-35 cm was found below the pipe invert. It is noted that the design called for the pipe to be placed directly on the gravel layer. The best available information indicates that the pipe was laid out according to the design specifications. (2) Below the sand backfill a layer of natural clay subgrade approximately 5-25 cm in thickness was found.

I I . CONCLUSIONS The analysis of the B/C firewall is consistent with the conclusion of the public inquiry, that an initial explosion in C module was followed by breakup of the firewall and projection of panel fragments into B module. AcknowledgementsThe author thanks Elf Aquitaine and Paul1 and Williamsons for permission to publish this paper, and records his gratitude to David Allwright, Derek Batchelor. Roger Fenner, Lesley Gray, Colin MacAulay, Alan Mitchison and Rod Sylvester-Evansfor helpful discussions.

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Analysis by Blatter C.


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