波浪作用下土体液化对埋置管线垂向受力的影响（英文）

Influence of soil liquefaction on the vertical mechanical behavior of submarine pipeline under the wave loading

本文通过室内波浪水槽试验,研究底床液化对埋置管线垂向受力的影响。试验中,在底床液化与底床未液化两种情况下施加相同的波浪,通过管线同一横截面上布置的两个反向(竖直向上、竖直向下)土压探头,测量管线垂直方向实时受力。结果表明,底床未液化时,两受力曲线都呈周期性变化且完全重合,它们将在同一时间达到最大值(最小值),管线的合力变幅较小;在底床液化时,两受力曲线也呈周期性变化但不完全重合,不会在同一时间达到最大值(最小值),管线的合力变幅较大。这表明在底床液化时,埋置管线在垂直方向上所受合力比未液化时大,可能引起管道的下沉上浮乃至疲劳损坏。

In this paper, the influence of soil liquefaction on the vertical pressure of submarine pipeline was investigated under the wave loading through the wave flume test. The experiment was set with the same waves on the liquefied seabed and unliquefled seabed respectively, and the current pipeline vertical pressure was measured with the pressure transducers installed on the two opposite directions （i.e., straight up and straight down） at the same cross-section of the pipeline. The results showed that when the seabed was unliquefied, the two pressure curves varied periodically and overlapped completely, reaching the maximum and minimum at the same time respectively, and the resultant pressure fluctuated within a limited range. However, when the seabed was liquefied, the two pressure curves varied periodically, but they did not overlap completely. They did not reach the maximum （minimum） value at the same time either, and the resultant pressure fluctuated within a wider range. The experiment showed that the submarine stood higher resultant pressure in the vertical direction when the seabed was liquefied, which may cause the frequent sinking and fioatation of the pipeline, leading to its fatigue damage.