| 摘 要： | Subsidence results in a negative force of friction on the outer surface of the shaft lining. This negative force has in recent years led to damage or even destruction of over 20 shafts. In the light of this shaft failure mechanism, analytic comparison is conducted on three shaft lining structures as to their respective behaviour under the negative force of friction, by making use of modelling tests. A new shaft lining structure is therefore proposed which is designed to be adaptable to subsidence and found to be rational. Finally designing principles are given.
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