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Acta Geotechnica

, Volume 14, Issue 6, pp 1977–1990 | Cite as

Estimation of unsaturated shear strength from soil–water characteristic curve

  • Qian Zhai
  • Harianto RahardjoEmail author
  • Alfrendo Satyanaga
  • Guoliang Dai
Research Paper

Abstract

Many shallow foundations are constructed within the soil layer above the groundwater table, where the soil remains unsaturated, and the failure of shallow foundation is mostly related to shear failure. The shear strength of the unsaturated soil is one of the main engineering properties required in geotechnical designs. Previous researchers suggested that the shear strength of the unsaturated soil depends on matric suction in the soil. The shape of the soil–water characteristic curve (SWCC) has a significant effect on the characteristics of unsaturated shear strength with respect to matric suction. In this paper, a new model was proposed for the estimation of the unsaturated shear strength from SWCC. In this new model, meniscus was considered to transfer soil suction into both additional net normal stress and additional cohesion. Based on the categorization from soil science, water in soil can be categorized into three groups: (1) gravity water, (2) capillary water and (3) hygroscopic water. The elemental analysis on the contractile skin indicated that only the capillary water in the soil can transfer stress into soil skeleton. Consequently, the SWCC is modified by considering capillary water only for the estimation of unsaturated shear strength. In the derivation, unsaturated soil is considered as four-phase material. Finally, a new mathematical equation for the estimation of the unsaturated shear strength was proposed and verified with the experimental data from the published literature. In addition, the proposed equation does not consist of any empirical parameter and can be used to predict the shear strength of unsaturated soil.

Keywords

Capillary water Meniscus Pore-size distribution function Soil–water characteristic curve Unsaturated shear strength 

Notes

Acknowledgements

The first author would like to acknowledge the financial supports he received from the National Natural Science Foundation of China (No. 51878160), the National Key Research and development program of China (No. 2017YFC00703408) and the Fundamental Research Funds for the Central Universities (No. 2242018K41046).

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Copyright information

© Springer-Verlag GmbH Germany, part of Springer Nature 2019

Authors and Affiliations

  • Qian Zhai
    • 1
    • 2
  • Harianto Rahardjo
    • 3
    Email author
  • Alfrendo Satyanaga
    • 3
  • Guoliang Dai
    • 1
  1. 1.Key Laboratory for RC and PRC Structures of the Ministry of EducationSoutheast UniversityNanjingChina
  2. 2.Formerly School of Civil and Environmental EngineeringNanyang Technological UniversitySingaporeSingapore
  3. 3.School of Civil and Environmental EngineeringNanyang Technological UniversitySingaporeSingapore

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