Effect of particle size and compaction on K0 value of sand by centrifugal model
test
CAI Zheng-yin, DAI Zhi-yu, XU Guang-ming, REN Guo-feng
Geotechnical Engineering Department, Nanjing Hydraulic Research Institute, Nanjing, Jiangsu 210024, China
Online:2020-12-11
Published:2021-04-29
Contact:
DAI Zhi-yu, male, born in 1991, PhD candidate, mainly engaged in the research of soil-structure interaction. E-mail: zydai@nhri.cn
E-mail: zycai@nhri.cn
About author:CAI Zheng-yin, male, born in 1965, PhD, Professor-level senior engineer, mainly engaged in the research work of soil basic properties and
geotechnical testing, soil constitutive model theory, geotechnical centrifugal simulation technology
Supported by:
the National Natural Science Foundation of China (51879167).
CAI Zheng-yin, DAI Zhi-yu, XU Guang-ming, REN Guo-feng. Effect of particle size and compaction on K0 value of sand by centrifugal model
test[J]. Rock and Soil Mechanics, 2020, 41(12): 3882-3888.