Particle breakage modifies a rockfill structure, influencing its dilatancy, friction angle,
strength, and permeability, as well as generating creep deformation, wetting deformation …

This paper introduces a novel seepage parameter inversion method for earth–rockfill dams.
The method utilizes pore water pressure data and employs a radial basis function (RBF) …

This paper presents a finite element analysis for the behavior of the Lianghekou high earth-
core rockfill dam, which was just completed in construction in China. An elastoplastic …

岸坡与坝体的变形协调问题是黏土心墙坝的重要工程问题, 岸坡比则是变形协调的主要影响因素
. 为了从变形协调的角度对岸坡比进行优化设计, 以前坪水库黏土心墙土石坝为例 …

The creep of soft rocks induced by seepage-stress coupling is one of the critical factors that
causes the failure of the rock. However, the actual failure mechanisms of soft rocks …

Using Fourier sine series expansion and Laplace transform, semi-analytical solutions for the
two-dimensional plane strain consolidation problem of unsaturated soils are presented …

Drained triaxial tests were performed to investigate the loading-creep coupling effect in a
rockfill material using a modified triaxial apparatus. The modified apparatus can switch …

The reuse of coarse aggregate (CA) on clay-based materials is a sustainable and cost
effective solution to minimize the extraction of natural farmland resources and reinforce the …

The wetting deformation of coarse granular materials is often considered to be an important
cause of the core wall rockfill dam cracks during impounding. By analyzing existing research …

With the development of technology and social demand, rockfill dam are built higher and
higher. The Rumei earth core dam to be built in China will be the highest rockfill dam in the …