1. 上海警通建设集团公司,上海,200233
2. 上海市市政工程质量监督站,上海,200023
网络首发:2014-03-28,
纸质出版:2007
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叶伟坤, 孟庆山. 裸洞隧道病害形成耦合机制分析[J]. 岩土力学, 2007,28(S1).
YE Wei-kun, MENG Qing-shan. Coupling mechanism analysis of cavern tunnel disease forming[J]. 2007, 28(S1).
叶伟坤, 孟庆山. 裸洞隧道病害形成耦合机制分析[J]. 岩土力学, 2007,28(S1). DOI:
YE Wei-kun, MENG Qing-shan. Coupling mechanism analysis of cavern tunnel disease forming[J]. 2007, 28(S1). DOI:
裸洞隧道病害的产生主要是地下应力场在损伤、渗流、温度等因素的耦合作用下形成的,是非常复杂的非线性耦合过程。从裸洞隧道开挖后的弹塑性应力场出发,使用Bui损伤模型与地下水渗流场组成的激励-反应耦合系统研究病害形成的耦合机制。结果表明,裸洞隧道病害是损伤和渗流耦合强度因子在0.5左右时产生的,随着隧道围岩裂隙的扩展和损伤程度的加剧,围岩塑性区半径随水压力的增加而迅速增大,加速隧道病害的产生,其结果为探明裸洞隧道病害形成机制研究、治理与防护起到一定的理论指导意义。
Cavern tunnel diseases
mostly forming underground stress field under the action of damage
seepage
temperature and other factors
are very complicated nonlinear coupling process. In this paper
the author employs the stimulate- response coupling system being made up of Bui damage model and seepage field
the result shows that the diseases will form obviously when the coupling strength factor is about 0.5
with the cranny expanding and the damage increasing in the surrounding rock
the plastic Radius of underground rock is increasing with the porous hydraulic pressure
it speeds up the appearance of tunnel diseases. It has some positive significance to prove up the coupling mechanism
the repair and the the protection of the cavern tunnel.
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