TY - JOUR A2 - Vasimalai, Nagamalai AU - Zhao, Yu AU - Wang, Ning AU - Zhang, Deying PY - 2022 DA - 2022/06/02 TI - Research on Nanoeffect of Penetration and Consolidation under Nonlinear Characteristics of Saturated Soft Clay SP - 7463817 VL - 2022 AB - In order to systematically study the nanopermeability properties of saturated soft clay under different consolidation pressures and different osmotic pressures, this paper analyzes various loading and unloading conditions that affect the permeability of soil based on the material description equation with displacement as the control variable of large deformation consolidation theory.渗透系数和合并压力与渗透系数和无效比之间的实验关系汇总出软粘土渗透法则和渗出失效特征论文研究的土壤值a=0.65 b/ =0.001 q二维 =3.55可接受初始渗透系数对大变形合并的影响正在研究中,计算软地基大变形合并时考虑压缩和渗透系数非线性的必要性和可行性也在研究中SN-1687-8760UR-https://doi.org/101155/2022/7463817DO-10.1155/2022/7463817JF-Iness分析化学PB-HindawiKW-ER-