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An experimental study and numerical modeling of laterally loaded regular and finned pile foundations in sandy soils

機(jī)譯：砂土中側(cè)向受力豎向及翅片樁基礎(chǔ)的試驗(yàn)研究與數(shù)值模擬

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A significant objective in the design and implementation of capable and cost-effective pile foundations is the enhancement of their lateral capacity when lateral load is applied. This study offers a nonlinear 3D analysis of pile-soil interaction. The ways that piles behave are examined in this research, with a sequence of laboratory model tests conducted to develop p-y curves of laterally loaded finned and regular piles in multilayered sandy soil from Karbala city in Iraq. To clarify the effects of group interaction, pile type, pile group patterns, and spacing ratios were analyzed, and from the investigational tests, p-multipliers values were identified.
機(jī)譯：設(shè)計(jì)和實(shí)施功能強(qiáng)大且具有成本效益的樁基的一個(gè)重要目標(biāo)是在施加側(cè)向載荷時(shí)提高其側(cè)向承載力。這項(xiàng)研究提供了樁-土相互作用的非線性3D分析。在這項(xiàng)研究中，研究了樁的行為方式，并進(jìn)行了一系列的實(shí)驗(yàn)室模型測(cè)試，以繪制伊拉克卡爾巴拉市多層砂土中側(cè)向加載的帶鰭和規(guī)則樁的p-y曲線。為了弄清楚群相互作用的影響，分析了樁的類型，群的模式和間距比，并從研究測(cè)試中確定了p乘數(shù)。

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