Datasets for liquefaction case studies of gravelly soils during the 2008 Wenchuan earthquake
Yan-Guo Zhou1, Peng Xia1, Dao-Sheng Ling1
1MOE Key Laboratory of Soft Soils and Geoenvironmental Engineering, Institute of Geotechnical Engineering, Center for Hypergravity Experimental and Interdisciplinary Research, Zhejiang University, Hangzhou 310058, P. R. China.
Abstract:
This Data in Brief article provides summarized information of the liquefaction case histories from the 12 May 2008 M w7.9 Wenchuan earthquake. According to the data processing procedures recommended in the related research article, all eighty-one case histories investigated by the present authors and seven other case histories from the literature are carefully compiled. All necessary information and the mean and standard deviation for some key parameters are given for these liquefaction case histories (i.e., site name, site location, site inclination angle, liquefaction manifestations, critical layer, soil sampling information, ground motion, total and effective stresses, shear-mass participation parameter, cyclic stress ratio (CSR) for M w=7.5, normalized shear wave velocity (V s1), data class and field testing time). These data may be used by colleagues to study the effect of gravel content on liquefaction behaviour of gravelly soils and develop the corresponding deterministic or probabilistic methods for liquefaction triggering evaluation.
Related Concept Videos
Specific Gravity of Aggregate
Bulk or gross specific gravity is calculated by taking the ratio of the mass of aggregates in the saturated surface-dry state to the total volume that includes both the solids and the voids within the...
Bulk Density of Aggregate
Most natural mineral aggregates, like sand and gravel,...
Unsoundness of Aggregate due to Volume Change
Dynamic Modulus of Elasticity of Concrete
The sonic test is a common method to determine the dynamic modulus. In this test, a concrete beam, sized either 6 x 6 x 30 inches or 4 x 4 x 20 inches, is clamped at its center. Vibrations are initiated at one end of the beam by an electromagnetic exciter unit powered by a...


