TY - JOUR
T1 - Confining pressure-dependency of bulk modulus of sand during liquefaction
AU - Kwon, Youngcheul
AU - Asano, Takashi
AU - Sento, Noriaki
AU - Uzuoka, Ryosuke
AU - Kazama, Motoki
PY - 2006
Y1 - 2006
N2 - In the elasto-plastic constitutive model, bulk modulus is one of the most important parameters to control the change of effective stress under undrained condition. However, the experimental research on bulk modulus of sand during liquefaction has not been conducted so far. In this paper, therefore, the bulk modulus of Toyoura sand was measured directly during liquefaction using a hollow cylindrical torsional shear testing device equipped with a volumetric strain control device. This study found that the bulk modulus corrected by membrane penetration effect during liquefaction process is constant under relatively high confining pressure, and that the stress dependency of bulk modulus during liquefaction process is different from that during swelling process.
AB - In the elasto-plastic constitutive model, bulk modulus is one of the most important parameters to control the change of effective stress under undrained condition. However, the experimental research on bulk modulus of sand during liquefaction has not been conducted so far. In this paper, therefore, the bulk modulus of Toyoura sand was measured directly during liquefaction using a hollow cylindrical torsional shear testing device equipped with a volumetric strain control device. This study found that the bulk modulus corrected by membrane penetration effect during liquefaction process is constant under relatively high confining pressure, and that the stress dependency of bulk modulus during liquefaction process is different from that during swelling process.
KW - Bulk modulus
KW - Elastoplastic constitutive model
KW - Hollow cylindrical tosional shear test
KW - Liquefaction
KW - Shear modulus
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U2 - 10.2208/jsceseee.23.149s
DO - 10.2208/jsceseee.23.149s
M3 - Article
AN - SCOPUS:33744800548
SN - 0289-8063
VL - 23
SP - 149s-158s
JO - Structural Engineering/Earthquake Engineering
JF - Structural Engineering/Earthquake Engineering
IS - 1
ER -