2、查明软土中夹砂及可塑至硬塑粘性土层的分布及变化规律；
3、查明可供选择的持力层和下卧层的埋藏深度、厚度及其变化规律，同时根据工程需要提供其抗剪强度和压缩性指标；
4、查明水文地质条件，判定地下水对桩基材料的腐蚀性；
5、查明可液化土层的分布及其对桩基的危害程度，并提出防治措施的建议；
6、评价成桩可能性，论证桩的施工条件及其对环境的影响。
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