To comprehensively consider the impacts of stratification, residual pore water pressure, soil
nonlinearity, and boundary permeability on consolidation settlement of soft soil foundations …

To ensure the safety of deep foundation pit construction, this paper proposes a settlement
calculation model for deep foundation pits in soft soil areas. In this model, factors such as the …

The logical problem in Terzaghi's one-dimensional consolidation theory between boundary
conditions and initial conditions and the phenomenon that the velocity of water in soft clay …

Excavation-induced unloading effects and dewatering-induced groundwater seepage
inevitably result in basal soil reverse consolidation in deep excavation. However, this …

Laboratory one-dimensional consolidation tests were conducted to measure the variation
trend of the soil pore pressure at the drainage boundary with time under different …

Terzaghi 一维固结理论中边界条件和初始条件相矛盾的逻辑问题以及软黏土中水的渗流在低
水力坡降下可忽略均已逐渐被认识. 但在连续排水边界条件下能考虑起始水力坡降的黏性土一维 …

Introduction Many theories of consolidation for soils have been proposed in the past, but
most of them have ignored the structural characteristics of clay, yet the natural layered soils …

To evaluate the settlement of saturated clay ground under the time-dependent loading, the
unified hardening (UH) constitutive model considering the time effect was used to describe …

过量开采地下水引起的地面沉降是一种严重的环境地质灾害, 其具有土层变形长期发展的特点,
弱透水层黏性土与含水层砂土的流变性是导致这一现象的重要原因之一. 为此 …

In order to study the consolidation of saturated soft soil considering the time-dependent
characteristics of boundary drainage, variable loading, non-Darcian flow and nonlinear …