硫酸盐渍土压缩变形特性及预测模型

    COMPRESSIVE DEFORMATION CHARACTERISTICS AND PREDICTION MODEL OF SULFATE SALINE SOIL

    • 摘要: 盐渍土由于其内部易溶盐的存在表现出独特的变形特性,其压缩变形机理及预测模型对寒旱区工程建设具有重要意义。本文以大同盆地硫酸钠盐渍土为研究对象,通过侧限压缩试验系统分析了初始含水率(16%、20%、24%)、含盐量(0.3%~20%)及上覆荷载(12.5~1600 kPa)对压缩变形的影响规律,并基于随机森林(RF)、梯度提升决策树(GBDT)、支持向量机(SVM)和反向传播神经网络(BPNN)构建机器学习预测模型。试验结果表明:(1)硫酸钠盐渍土的压缩变形量随初始含水率增加呈线性增长(增幅80%),而随含盐量的变化呈非线性特征:当孔隙溶液未饱和时,盐分溶解导致孔隙液体积增加,变形量随含盐量的增加可增大至30%;当含盐量超过孔隙溶液饱和阈值后,多余盐分以结晶形式胶结土颗粒,参与形成骨架结构,此时变形量逐渐降低15%,当孔隙溶液达到饱和状态时,变形量达到峰值;(2)相同压力下盐渍土的孔隙比随含盐量增加先减小后增大,压缩系数最大值出现在溶液达到饱和状态时,盐渍土含水率24%、含盐量12%与16%时达高压缩性土,其余为中压缩性土;(3)机器学习模型中,BPNN、RF和GBDT的预测精度(R2≥0.97)优于SVM (R2=0.904),其中BPNN模型性能最优(R2=0.982,RMSE=0.145,MAE=0.099),BPNN模型的多层网络结构可有效捕捉压缩变形过程中盐结晶效应及非线性交互作用。本研究深化了盐渍土压缩变形的定量认知,也为寒旱区盐渍土工程灾害防控与盐渍土压缩变形的模拟提供了理论依据。

       

      Abstract: Saline soil exhibits distinctive deformation characteristics due to the soluble salts within, and its compressive deformation mechanism and predictive model are of crucial significance for engineering construction in cold-arid regions. This study focuses on sodium sulfate saline soil from the Datong Basin, systematically analyzing the effects of initial moisture content (16%, 20%, and 24%), salt content (0.3%~20%), and overburden pressure (12.5~1600 kPa) on compressive deformation through uniaxial compression tests. Machine learning prediction models were developed using Random Forest (RF), Gradient Boosted Decision Tree (GBDT), Support Vector Machine (SVM), and Back Propagation Neural Network (BPNN). Key findings include: (1) Compressive deformation increases linearly with initial moisture content (up to an 80% increment), while salt content exhibits a nonlinear influence: deformation increases by 30% as dissolved salts expand pore fluid volume before solution saturation, then decreases by 15% after saturation due to the formation of a crystalline skeleton, with peak deformation occurring at the saturation threshold. (2) The void ratio first decreases then increases with salt content under constant pressure, showing the maximum compressibility coefficient at the saturation state. Soils with 24% moisture and 12%~16% salt content exhibit high compressibility, while others show medium compressibility. (3) Machine learning performance comparison reveals superior predictive accuracy for BPNN, RF, and GBDT (R2≥0.97) over SVM (R2=0.904). Among them, the BPNN model demonstrates the best performance (R2=0.982, RMSE=0.145, MAE=0.099). The multi-layer network structure of the BPNN model can effectively capture the salt crystallization effect and nonlinear interactions during compression. This study advances the quantitative understanding of saline soil compression mechanisms, providing a theoretical foundation and computational support for disaster prevention in cold-arid regions and for modeling saline soil deformation.

       

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