Department of Civil Engineering, Faculty of Civil Engineering and Mechanics, Jiangsu University, Zhenjiang, 212013, China.
Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering, Hohai University, Nanjing, 210096, China.
Sci Rep. 2022 Oct 20;12(1):17563. doi: 10.1038/s41598-022-22627-w.
This study evaluates the strength behaviors and morphological characteristics of Lianyungang marine clay under the effect of porewater salinity. Soil at higher salinity was found to have increased internal friction angle and undrained shear strength. The difference in undrained shear strength enlarges as the confining pressure increases. Different stress paths were exhibited with soil at different salinities. Soil morphology analysis including scanning electron microscopy (SEM) and Image-Pro Plus (IPP) were employed to investigate the underlying mechanism of the enhanced strength behaviors of soft marine clay with increased salinity. Aggregated soil fabric was observed at higher salinity and contributed to enhanced strength. The results demonstrate that the aggregated soil structure is the primary mechanism responding to the enhanced strength behavior of marine clay under relatively high salinity (6%). Quantitative relationships were developed between the strength parameters and morphological characteristics of soil, i.e., area of particles, roundness of particles, area of pores, pore orientation, and fractal dimension of pore distribution, in the forms of empirical equations, and are expected to serve as the references for prediction in undrained behaviors of soft marine clays with known soil index.
本研究评估了孔隙水盐度对连云港海相黏土力学行为和形态特征的影响。研究发现,高盐度条件下的土具有更高的内摩擦角和不排水抗剪强度。随着围压的增加,不排水抗剪强度的差异增大。不同盐度的土表现出不同的应力路径。采用扫描电子显微镜(SEM)和图像分析软件(IPP)对土样进行了形态分析,以研究盐度增加导致软黏土强度增强的内在机制。在高盐度条件下观察到团聚的土结构,这有助于提高强度。结果表明,团聚的土结构是海相黏土在相对较高盐度(6%)下强度增强的主要机制。通过经验公式建立了强度参数与土样形态特征(颗粒面积、颗粒圆度、孔隙面积、孔隙取向和孔隙分布分形维数)之间的定量关系,为预测具有已知土指标的软海相黏土不排水行为提供了参考。