Doygun olmayan zeminler için bağlaşık elasto-plastik formülasyona dayalı hidrolik histerezisi dikkate alan hidro-mekanik bir bünye modeli

Mustafa Mert Eyüpgiller, Mehmet Barış Can Ülker*

*Bu çalışma için yazışmadan sorumlu yazar

Araştırma sonucu: ???type-name???Makalebilirkişi


Successful prediction of unsaturated soil behavior is a complicated task as the simultaneous effect of net stress and matric suction on degree of saturation and void ratio needs to be considered. Although, numerous constitutive models are developed to capture the hydro-mechanical behavior, these models either lack sufficient accuracy in simulating the fundamental behavior of unsaturated soils or rely on a formulation that is too complex to yield accurate results. Therefore, there still need coherent theoretical models backed by efficient algorithms for understanding the hydro-mechanics of unsaturated soils. This study introduces such a sound hydro-mechanical model based upon elasto-plasticity including hydraulic hysteresis. The proposed model relies on a relatively straight forward yet powerful formulation compared to similar models of its kind. The model needs material parameters that require only a handful of triaxial tests to obtain. Particular attention is given to the effect of change in void ratio on the water retention behavior. An efficient explicit scheme is utilized in integrating the model, where a number of unsaturated triaxial tests at constant suction and constant water content are simulated under various net stress and suction paths. Verification analyses result in good accuracy showing the capability of the proposed model for unsaturated soils.

Tercüme edilen katkı başlığıA hydro-mechanical constitutive model for unsaturated soils considering hydraulic hysteresis based on coupled elasto-plastic formulation
Orijinal dilTürkçe
Sayfa (başlangıç-bitiş)1387-1399
Sayfa sayısı13
DergiJournal of the Faculty of Engineering and Architecture of Gazi University
Basın numarası3
Yayın durumuYayınlandı - 2024

Bibliyografik not

Publisher Copyright:
© 2024 Gazi Universitesi. All rights reserved.


This study was carried out with the support of TUBITAK 1001 research project numbered 117M330 titled "Constitutive Modeling of Static Behaviors of Unsaturated Soils and Their Use in Engineering Applications". The authors would like to thank TÜBİTAK.

FinansörlerFinansör numarası
Türkiye Bilimsel ve Teknolojik Araştırma Kurumu117M330


    • Constitutive modeling
    • elasto-plasticity
    • hydro-mechanical behavior
    • triaxial testing
    • unsaturated soils

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