4.6 Article

Large-Scale Triaxial Tests on Dilatancy Characteristics of Lean Cemented Sand and Gravel

Related references

Note: Only part of the references are listed.
Article Environmental Sciences

Granular discrete element simulation of the evolution characteristics of the shear band in soil-rock mixture based on particle rotation analysis

Jun Yu et al.

Summary: Utilizing 3D laser scanning technology, surface morphologies of rock blocks in soil-rock mixture were scanned, and numerical models were established. Large-scale direct shear tests revealed the rotation angles of rock blocks and formation of shear bands. Different proportions of rock blocks affected the internal failures in soils, with low proportions leading to thin band-shaped destruction and high proportions causing thick cloud-like distribution of destruction. Shear fractures in soils and tensile fractures along contact planes were the main patterns of failure in S-RM under shear tests.

ENVIRONMENTAL EARTH SCIENCES (2021)

Article Metallurgy & Metallurgical Engineering

Strength and deformation behaviors of cemented tailings backfill under triaxial compression

Wen-bin Xu et al.

JOURNAL OF CENTRAL SOUTH UNIVERSITY (2020)

Article Chemistry, Multidisciplinary

Effect of Cement Content on the Deformation Properties of Cemented Sand and Gravel Material

Jie Yang et al.

APPLIED SCIENCES-BASEL (2019)

Article Materials Science, Multidisciplinary

Experimental Study on the Shear Strength of Cement-Sand-Gravel Material

Jie Yang et al.

ADVANCES IN MATERIALS SCIENCE AND ENGINEERING (2018)

Article Engineering, Multidisciplinary

The Cemented Material Dam: A New, Environmentally Friendly Type of Dam

Jinsheng Jia et al.

ENGINEERING (2016)

Article Engineering, Geological

Triaxial shear behavior of a cement-treated sand-gravel mixture

Younes Amini et al.

JOURNAL OF ROCK MECHANICS AND GEOTECHNICAL ENGINEERING (2014)

Article Engineering, Geological

Static and dynamic properties of a lightly cemented silicate-grouted sand

Daniela Porcino et al.

CANADIAN GEOTECHNICAL JOURNAL (2012)

Article Physics, Multidisciplinary

An experimental study on stress-strain behavior and constitutive model of hardfill material

Wu MengXi et al.

SCIENCE CHINA-PHYSICS MECHANICS & ASTRONOMY (2011)