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METHOD FOR PREDICTING EMERGENCY-RESPONSE PIPE-PUSHING THRUST FOR SUBWAY TUNNEL COLLAPSE

机译:用于预测地铁隧道崩溃的紧急响应管推力的方法

摘要

Provided is a method for predicting the thrust of a pipe in pipe-pushing emergency response when a subway tunnel collapses. Comprised are: determining the height H and the severity γ of a collapse, determining the distance H from the center axis of a push pipe to the bottom of a tunnel 1, determining the horizontal length L of a slid-collapsed body at the central axis of the push pipe according to a geophysical prospecting or exploratory drilling method or estimation method; determining the cohesive force c and the internal friction angle φ of the collapsed body; determining the interface friction between the collapsed body and the outer wall of the push pipe ҭ; determining the number of push pipes m and the number of complete pipes n within the range of the horizontal length L; determining the conventional section length L of the incomplete push pipe within the horizontal length L range3 and expanding the head section length L4; determining the thrust T required for the conventional section1, the thrust required for the expansion section T2, and the required thrust T of the cone3; determining the total thrust T required to push the pipe.
机译:提供了一种用于在地铁隧道折叠时预测管道推动紧急响应中的管道的推力的方法。包括:确定塌陷的高度h和严重程度γ,从推动管的中心轴线到隧道1的底部确定距离h,在中心轴上确定滑动折叠体的水平长度l根据地球物理勘探或探索性钻探方法或估计方法的推动管;确定塌陷体的粘性力C和内部摩擦角φ;确定折叠体与推杆外壁之间的界面摩擦ҭ;确定推动管M的数量和水平长度范围内的完整管道n;确定水平长度L范围3内的不完全推管的常规截面长度L和膨胀头部长度L4;确定传统部分1所需的推力T,膨胀部分T2所需的推力以及锥体3的所需推力T;确定推动管所需的总推力T.

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