岩质隧道底鼓机理的估计主要集中在含水率的变化上

Kei Shimamoto, T. Kawagoe, K. Yashiro, Hiroaki Kobayashi, Atsumi Isogai
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引用次数: 2

摘要

一些在役的山地隧道存在底鼓问题,有些需要采取相应的防治措施。为阐明底鼓的机理,进行了案例分析和文献调查。由此发现,虽然底鼓和水与底鼓密切相关,但施工时的资料并不能充分解释竣工后的底鼓。此外,还进行了岩石试验和模型试验。这些结果表明,即使在施工时很少有泉水,在施工完成后也会以某种方式供水,这可能导致地面劣化,含水量的突然变化可能导致突发性底鼓。在此基础上,着重从施工时的泉水量和竣工后的供水两方面,给出了山岭隧道底鼓机理的几种设想。48
本文章由计算机程序翻译,如有差异,请以英文原文为准。
ESTIMATION OF FLOOR HEAVE MECHANISM OF ROCK TUNNELS FOCUSED ON THE CHANGE IN WATER CONTENT
Some mountain tunnels in service suffer from floor heave, and some of them require countermeasures. Case analysis and literature survey were conducted in order to clarify the mechanism of floor heave. From these, it was found that the information at the time of construction couldn’t explain the floor heave after completion enough though floor heave and water was closely related to the floor heave. Furthermore, rock tests and a model test were carried out. These results reveal even if there is little spring water at the time of construction, water will be supplied in some way after completion, and that may lead ground deterioration, and sudden change in water content may lead sudden floor heave. Based on these results, the authors have shown some scenarios of floor heave mechanism of the mountain tunnels, focusing on the amount of spring water at the time of construction and the water supply after completion. 48
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