摘要
通过结合软土地基处理工程实例,采用太沙基三维固结理论进行固结度计算,与实测孔隙水压力计算固结度进行对比,并按照固结度代表实时压缩量与最终压缩量比值的定义对沉降进行推算,与实测沉降进行对比分析。分析结果对研究软土地基处理工后沉降计算有一定的意义。
With the example of soft clay operation project, we calculate the consolidation degree by the theory of Terzaghi three-dimensional consolidation, compared the result with the consolidation degree calculated by measured pore pressure, and analyzed settlement based on the definition of consolidation degree represent the ratio of real-time compress and final compress,with the compare of measured settlement. Thus the analysis result could offer the support to the research of the settlement after construction.
引文
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