Elastic-viscoplastic model for coarse-grained soil considering particle breakage

Y Su, G Cai, F Yin, Y Shan, A Zhou - Computers and Geotechnics, 2024 - Elsevier
This paper presents a novel elastic-viscoplastic constitutive model for reproducing the time-
dependent behaviour of coarse-grained soil considering particle breakage, by integrating …

Microscopic simulation on triaxial compression creep of rockfill based on subcritical crack propagation theory

X Zhou, S Chi, Y Jia, Y Guo, W Feng, S Yan, T Wang… - Powder Technology, 2025 - Elsevier
Over time, natural cracks within particles propagate under tensile stress, leading to the
delayed breakage of these particles, which significantly contributes to the time-dependent …

Particle breakage of ultra-high dam rockfills under drained shearing

W Jin, X Yang, F Yang, J Shi - Granular Matter, 2024 - Springer
Under the high stress of a 300-m dam, the particle breakage patterns of rockfill material may
differ from those under low-stress levels. The existing studies on the particle breakage of …

Numerical simulation of embankment construction on soft soil: a case

AB de Farias Dias, TA da Silva, IF Gomes… - Geotechnical and …, 2022 - Springer
Constructing on soft soil deposits is a geotechnical challenge, both in estimating soil
settlements and in predicting shear strength. This study consists of a numerical simulation of …

Particle breakage, deformation and shear strength of conglomerate rockfill material: a case study of Masjed Soleyman Dam cracking and settlement

MH Sadeghian, M Sadeghi, A Fakhimi - Bulletin of Engineering Geology …, 2024 - Springer
Masjed Soleyman rockfill dam, with a height of 177 m, has experienced significant
settlement during its construction, impoundment and operation stages. A possible …

Analysis of Settlement Deformation of Embankment Dam in Longyang Reservoir

P Guo, T Hou, Y Wang - International Journal of Geosynthetics and …, 2024 - Springer
Abstract The Longyang Reservoir is located on the first terrace of the Luo River, and its
length is 1.63 km. The geological conditions under the reservoir are complicated, and …

Investigating the Collapsible Behavior of Sedimentary Soil in Shallow Foundations

APN Bandeira, JB de Souza Neto, RQ Coutinho… - Geotechnical and …, 2024 - Springer
Some unsaturated soils present volumetric instability with moisture variation, under constant
stress. This paper presents results of an investigation on the behavior of a soil subjected to …

Fractures in non-homogeneous rockfill materials from a micromechanics perspective

S Alidadi, R Alipour, M Shakeri - Journal of Hydraulic Structures, 2022 - jhs.scu.ac.ir
This study investigates particle breakage and cracks propagation of non-homogeneous
rockfill materials, particularly conglomerates, from a microscale perspective. The …

An experimental study about the effects of the partially drained strain paths on the monotonic behavior of loose silty sands using triaxial tests

J Mohammadi, S Zadkarim, M Pourbaba - International Journal of …, 2024 - ijmge.ut.ac.ir
The mechanical behavior of silty sands is one of the crucial topics in the field of soil
mechanics. However, many studies have been conducted to determine the main features of …

Offer the equations required to measure the compressive strength of rocks and concretes, using the new

M Naderi, A Saberi Varzaneh… - … Quarterly Journal of …, 2023 - jiraeg.ir
In engineering works, especially in geological sciences, civil engineering and mining
engineering, before or after the construction of structures, there are cases where it is …