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海边高层建筑场地内液化土层埋深较深且厚度较大,根据各种桩型的承载能力、施工特点、经济性、特别是抵抗液化的影响能力,综合质量、工期、效益的分析,选择最优基础型式,综合施策,综合治理,使得设计方案即可靠又经济。
According to the bearing capacity, construction characteristics and economy of all kinds of piles, especially the ability of resistance to liquefaction, comprehensive quality, construction period and benefit analysis, the selection of the depth of liquefiable soil layer and the thickness is large Optimal basic type, comprehensive policy, comprehensive management, making the design that is reliable and economical.