Void Ratio Relationship

Void Ratio Relationship is a constitutive model in geotechnical engineering that describes the quantitative dependence between the void ratio of a soil and changes in effective stress, distinguishing it from other soil behavior models by its specific focus on volumetric deformation characteristics during compression or consolidation.

101

Publications

9.2K

Citations

254

Authors

124

Institutions

Publications per year

2017–2026

31

Authors

254

  1. XS
    Xiusong Shi

    Hohai University, China

    2 publications · 36 citations

    2

    h-index

  2. BK
    Barclay Kamb

    California Institute of Technology, United States

    2 publications · 156 citations

    2

    h-index

  3. ST
    Sławek Tulaczyk

    University of California, Santa Cruz, United States

    2 publications · 156 citations

    2

    h-index

  4. TK
    Taeseo Ku

    National University of Singapore, Singapore

    2 publications · 46 citations

    2

    h-index

  5. ZH
    Zhen-Shun Hong

    Southeast University, China

    2 publications · 312 citations

    2

    h-index

1–5 of 254

Venues

  1. Canadian Geotechnical Journal

    16 publications · 1.9K citations

    13

    h-index

  2. Géotechnique

    11 publications · 3.1K citations

    11

    h-index

  3. International Journal of Geomechanics

    IJOG · 5 publications · 86 citations

    5

    h-index

  4. Acta Geotechnica

    5 publications · 167 citations

    5

    h-index

  5. SOILS AND FOUNDATIONS

    5 publications · 442 citations

    5

    h-index

1–5