结合太原市小店区某多层商业建筑的工程地质条件,对该场地土进行了液化判别,并针对土体液化的原理及起因,提出了工程场地的地基处理方法,使建筑地基的承载力满足了规范要求。 Combined with the engineering geological conditions of a multi-storey commercial building in Xiaodian District of Taiyuan City, the liquefaction of the soil in the site was judged. The principle and cause of soil liquefaction were proposed, and the ground treatment method of the project site was put forward to make the bearing capacity of the foundation Meet the regulatory requirements.