Landslide resistance mechanism and application of deeply buried and stage variation cluster piles 深埋式變階群樁抗滑機(jī)理與應(yīng)用研究
Some conclusions relating to the displacement group effect are obtained from simulating the influence of several factors . the results prove that the model can consider both the effect of clusters piles and the ratio of loading share of each pile 通過(guò)大量的模型計(jì)算,討論了樁距、樁數(shù)、樁徑和樁長(zhǎng)對(duì)群樁效應(yīng)的影響,還研究了群樁中各樁受力的不均性,得出了一些有益的結(jié)論。