D. Nichol et Np. Tovey, REMEDIATION AND MONITORING OF A BURNING COAL REFUSE BANK AFFECTING THE SOUTHSEA LOOPROAD AT BRYMBO, NORTH-WALES, Engineering geology, 50(3-4), 1998, pp. 309-318
Southsea Looproad at Brymbo suffers large and varied settlements where
the highway crosses a smouldering coal refuse bank. A sudden surge in
combustion activity during 1991 resulted in considerable subsidence w
ithin the carriageway and posed recurring and persistent difficulties
for road safety and highway maintenance. Initial investigations involv
ed subsurface temperature measurements to delimit the hot spots and pr
ovide a basis for the design of remedial works. The aim of remediation
was to extinguish the migrating fire in the outer loop area and to co
ntrol the burning throughout the remaining areas. The principal strand
of the remediation strategy involved excavating the burning coal refu
se, cooling, mixing with pulverized fuel ash and compacting. Supplemen
tary containment measures included limestone-filled cut-off trenches,
cementitious grout curtains and impervious clay blankets. The works ac
hieved the design objectives, however, small pockets of smouldering ma
terial remained within the inner loop. Subsequent monitoring of the si
te disclosed two markedly different patterns of temperature response o
n each side of the road. On the outer rim of the looproad temperature
trends were steadily downwards in accordance with expectations and ind
eed reached ambient temperature within about one year. However, on the
inside of the looproad seasonal surges in temperature have been recor
ded during winter months every year since the completion of the remedi
al works in 1993. The explanation for this unusual pattern of combusti
on activity is thought to be related to climatic effects and particula
rly the combined influence of rainfall, atmospheric pressure, air temp
erature and wind strength and direction. The relative contribution of
these factors remains uncertain. Temperature monitoring continues in o
rder to identify the eventual end of combustion activity and determine
the appropriate time to complete reinstatement of the carriageway. (C
) 1998 Elsevier Science B.V. All rights reserved.