摘要
滨海软土工程力学性差、孔隙比大、渗透性低、扰动易蠕动,地基处理和桩基选型复杂,质量不易保证,针对以上问题结合印尼某电厂深厚软土地质条件,提出了适合电厂各区域地基处理的最佳方案,从而达到优化设计、保证结构安全可靠、减少工程投资的目的,为以后类似工程提供借鉴经验.
Seashore soft soil has the characteristic of poor engineering property,high void ratio,low permeability,easily creep deformation.Soil treatment and pile foundation type choice are difficult;and its quality is difficult to guarantee.In order to solve the problem above-mentioned,optimal scheme for every system is discussed based on a power plant in Indonesia(case study).The design experience is given for similar project.
引文
[1] 佟明文.灌注桩施工质量控制与事故预防[D].北京:中国地质大学,2007.
[2] 林良进.地基处理选择与桩基选型研究[D].厦门:厦门大学,2009.