饱和孔隙-裂隙黏土双层地基的一维固结分析

胡亚元, 王啊强

Analysis of 1-D Consolidation of Double-Layered Saturated Porous-Fissured Clay Foundation

HU Yayuan, WANG Aqiang

表1 饱和孔隙-裂隙黏土双层地基模型计算参数^{[3, 15, 20]}

Tab.1 Calculation parameters of model of saturated porous-fissured clay double-layered foundation^{[3, 15, 20]}

土层	E_s/MPa	E_r/MPa	k_F_z×10⁶/(m·s^-1)	k_P_z×10¹⁰/(m·s^-1)	φ^F	φ^P	γ_w/(kN·m^-3)	$\bar{α}$ /m^-2
上土层	1.5	2.5	2.47	6.18	0.05	0.4	10.0	10.0
下土层	5.0	8.33	2.47	6.18	0.05	0.4	10.0	10.0