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Appendix H- Detailed Description of Alternative 6: DoE/2t.-2oo1-11<br />

Close in Place - Collapsed Structure Rev. 10 nraft R<br />

R d^ linc/Strikc%tt<br />

plaeement end-greuting<br />

H4.1.$-1.}2.1.1 Grout Electrical Gallery.<br />

Cement grout would be placed I<br />

on !he eeRt-.:---.starting with the electrical ¢allery. Grout will be delivered into the gallerv<br />

t hrou gh an existine rectangular ooeninr in the floor slab above.<br />

Flowable<br />

cement grout could be obtained with a strength of 14 kg/cm2 (200 Ibrn). This could be pumped<br />

under low pressure, just sufficient to positively t'ilI voids and prevent shrinkage, and would<br />

provide the necessary support to the second floor so it can be filled and grouted. 6reutingtaeh<br />

Grouting would be done in lifts to maintain loading on the gallery walls to an acceptable level.<br />

An additional benefits ere js the heat of hydration would<br />

occur over a longer time. By limiting the grout lifts to half the gallery wall height and waiting<br />

for the grout to reach adequate strength, the grouting could occur without backfill in place on the<br />

wall's exterior. Grout amendments, such as fly ash or zeolite clays, would be considered for all<br />

gouting activities to reduce potential for leaching of radioactive isotopes. GrouEPleeed aFeund<br />

edgeef(he4leeFaiebs:<br />

Final Feaxibiliry Study Jor the Canyon pitparition Initiative (221•U Facility)<br />

J une 200 3 H-16

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