摘要
本文通过应用国内外不同的勘察规范对同一个工程场地的地震液化等级划分的计算及评价介绍,得出了一个采用不同规范,可取得比较一致的地震砂土液化等级的结论。
Through calculation and evaluation introduction of the seismic liquefaction hierarchies of the same engineering site by applying different survey and specifications at home and abroad, this paper comes up with a conclusion that using different specification,relatively consistent seismic soil liquefaction level can be obtained.
引文
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[4]GB50011-2010,建筑抗震设计规范[S].