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通过对杭州新客站站房大楼岩土工程勘察，本文提出了适用的地基参数推荐值，建议选择桩型和桩尖持力层，并分析判定了可能出现的差异沉降，地震液化等不稳定因素，为该工程基础设计和基坑开挖提供了依据。
Through the geotechnical investigation of Hangzhou New Passenger Station building, this paper proposes the applicable ground-based parameter recommended values, proposes to select the pile type and the pile tip holding layer, and analyzes the possible destabilizing factors such as differential settlement and earthquake liquefaction. It provides the basis for the foundation design and excavation of the foundation.