- Tytuł:
- Improved formulation of the Hardening Soil model in the context of modeling the undrained behavior of cohesive soils
- Autorzy:
-
Truty, A.
Obrzud, R. - Powiązania:
- https://bibliotekanauki.pl/articles/178469.pdf
- Data publikacji:
- 2015
- Wydawca:
- Politechnika Wrocławska. Oficyna Wydawnicza Politechniki Wrocławskiej
- Tematy:
-
soil constitutive modeling
undrained shear strength
deep excavations - Opis:
- The analysis of an important drawback of the well known Hardening Soil model (HSM) is the main purpose of this paper. A special emphasis is put on modifying the HSM to enable an appropriate prediction of the undrained shear strength using a nonzero dilatancy angle. In this light, the paper demonstrates an advanced numerical finite element modeling addressed to practical geotechnical problems. The main focus is put on serviceability limit state analysis of a twin-tunnel excavation in London clay. The two-phase formulation for partially saturated medium, after Aubry and Ozanam, is used to describe interaction between soil skeleton and pore water pressure.
- Źródło:
-
Studia Geotechnica et Mechanica; 2015, 37, 2; 61-68
0137-6365
2083-831X - Pojawia się w:
- Studia Geotechnica et Mechanica
- Dostawca treści:
- Biblioteka Nauki
Artykuł