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1)  soil liquefaction
土层液化
1.
The rising of ground water table caused by the coming sea level rise in the region of Shanghai will intensify soil liquefaction.
未来上海地区海平面上升引起地下水位抬升,将会激化土层液化,本文就土层液化问题从理论上进行了分析探讨,并对未来工作提出了设想。
2)  liquid soil layer
液化土层
1.
The paper introduces the theoretic basis of application of ramming expanded pile in practical project and the design process,highlighting the cause why the ramming expanded pile is difficult to drive into liquid soil layer and the technical measures that should be taken in its design and construction.
简要介绍了夯扩桩在具体工程中运用的理论依据及设计过程,重点说明了夯扩桩在液化土层中成桩难的原因及设计施工中应采取的技术处理措施。
3)  thick liquefied soil layer
厚液化土层
1.
By analyzing the engineering instances,safe and smooth construction technology of thick liquefied soil layer of main well collar set of Yangying Coal Mine is summarized systematically in this paper,and this provides technical reference for future excavation and masonry of shaft after passing through liquefied or quicksand sections.
通过工程施工实例分析,系统地总结了杨营煤矿主井锁口盘厚液化土层安全顺利施工技术,为以后井筒过液化土、流砂层段掘砌施工提供了技术参考。
4)  liquefiable soil layer
可液化土层
1.
Based on the API code, the double-parameter modified method and the revised computational formula for lateral dynamic p–y curves of pile foundation in liquefiable soil layers are presented by using pile-soil shaking table tests, and as a result, the unacceptable problem of the current coefficients for calculating the dynamic p-y curves by the API code in engineering practice can be solved.
利用大型振动台桩–土–承台试验,以API规范为基础,提出可液化土层中桩基动力p–y曲线双参数修正方法及修正计算公式,解决目前API规范折减系数法计算可液化土层中桩基动力p–y曲线不符合实际、工程设计上难以接受的问题。
5)  liquefaction of deep-level sandy sandy soil
深层砂土液化
6)  liquefaction index of sandy layer
砂土层液化指数
补充资料:土层
1.土地的表层。
说明:补充资料仅用于学习参考,请勿用于其它任何用途。
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