预压加固中软土固结系数的变化及分析

Variation of consolidation coefficient for soft soil in preloading improvement

  • 摘要: 由室内试验测定和现场实测沉降曲线推求的软土的固结系数表明,预压加固中软土的固结系数是变化的,总的趋势是逐渐减小;室内测定的固结系数比用沉降过程线推求的要大6—9倍,重塑土的固结系数约为原状土的13%-32%,并分析了两者之间差异的原因.

     

    Abstract: Consolidation coefficients for soft soil calculated by settlement curves in indoor laboratory and in-situ test show that the consolidation coefficient for soft soil changes in preloading process, and decreases in general trend. The consolidation coefficient measured in laboratory is 6 - 9 times larger than that in in-situ test. Consolidation coefficient for remolded soil drops to 13% - 32% of the undisturbed soil. Reasons for the difference of the consolidation coefficient is analyzed.

     

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