TY - JOUR
T1 - Study on hypoplastic constitutive modeling of rockfill and its application
AU - Cen, Weijun
AU - Wang, Xiuxin
AU - Bauer, Erich
AU - Zhu, Yueming
PY - 2007/2
Y1 - 2007/2
N2 - Hypoplastic constitutive theory, which was originated from the middle and late stage of the 20th century, is a new type of soil constitutive theory based on rational mechanics. Hypoplastic theory can reflect inelasticity, nonlinearity, dilatancy and other main mechanical properties of granular material. The origin and development, general representation of hypoplastic constitutive model are introduced; and mechanical and mathematical analysis is made. Besides, the modeling thought of recently updated hypoplastic models is briefly introduced based on the study of the relation between void ratio and mean pressure and the relation between void ratio and volumetric strain of granular soil. Combining with the analysis of main mechanical properties of rockfill, the Gudehus-Bauer hypoplastic model which can reflect the latest international hypoplastic research level is modified properly and applied to constitutive modeling of rockfill. Finally, the new modified model is used in the hypoplastic numerical analysis of deformation and stress of a typical concrete face rockfill dam. Theoretical analysis and engineering application show that the new updated model can reflect inelasticity, nonlinearity, dilatancy and other main mechanical behaviors of rockfill and has the advantage of wide adaptability of constitutive parameters.
AB - Hypoplastic constitutive theory, which was originated from the middle and late stage of the 20th century, is a new type of soil constitutive theory based on rational mechanics. Hypoplastic theory can reflect inelasticity, nonlinearity, dilatancy and other main mechanical properties of granular material. The origin and development, general representation of hypoplastic constitutive model are introduced; and mechanical and mathematical analysis is made. Besides, the modeling thought of recently updated hypoplastic models is briefly introduced based on the study of the relation between void ratio and mean pressure and the relation between void ratio and volumetric strain of granular soil. Combining with the analysis of main mechanical properties of rockfill, the Gudehus-Bauer hypoplastic model which can reflect the latest international hypoplastic research level is modified properly and applied to constitutive modeling of rockfill. Finally, the new modified model is used in the hypoplastic numerical analysis of deformation and stress of a typical concrete face rockfill dam. Theoretical analysis and engineering application show that the new updated model can reflect inelasticity, nonlinearity, dilatancy and other main mechanical behaviors of rockfill and has the advantage of wide adaptability of constitutive parameters.
KW - Concrete faced rockfill dam
KW - Constitutive modeling
KW - Constitutive theory
KW - Hypoplasticity
KW - Rate type
KW - Rock and soil mechanics
KW - Rockfill
KW - Void ratio
UR - http://www.scopus.com/inward/record.url?scp=34047254927&partnerID=8YFLogxK
M3 - Article
AN - SCOPUS:34047254927
SN - 1000-6915
VL - 26
SP - 312
EP - 322
JO - Chinese Journal of Rock Mechanics and Engineering
JF - Chinese Journal of Rock Mechanics and Engineering
IS - 2
ER -