Roof collapse of shallow tunnels with limit analysis method

A new failure mechanism is proposed to analyze the roof collapse based on nonlinear failure criterion. Limit analysis approach and variational principle are used to obtain analytical findings concerning the stability of potential roof. Then, parametric study is carried out to derive the change rule...

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Veröffentlicht in:Journal of Central South University 2015-05, Vol.22 (5), p.1929-1936
1. Verfasser: 杨小礼 龙泽祥
Format: Artikel
Sprache:eng
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