The grain of Aeolian sand is fine; the geometric gradation of the particles in Aeolian sand aggregate is not good; and it is a kind of non-cohesive material. The aeolian-sand has different mechanical property from common material. The typical aeolian sand in Xinjiang
Inner Mongolia and Shaanxi are adopted to test the grain gradation
natural water content
relative density of the material. For the aeolion sand the CBR
resilience modulus
compress and shear tests are also carried out in the laboratory. The testing apparatus and methods are remade according to the property of aeolian sand。The tamping pressure-strain and other property are analyzed by the way of chart and regression algorithm. In the course of test
the authors use aeolian sands which have different dry-densities and water contents and gains the stress-strain curves in different compaction standards.
Capillary effect of moisture transfer and its numerical simulation of compacted laterite soil
An analytical solution for displacement and stress caused by shallow buried tunnel excavation under existing highway foundation
Research on engineering characteristic of soil in alluvial plain by Yellow River
Study of characteristics of collapsing-sand considering angle and fracture opening in thin bedrocks
Progressive fracture evolution and mechanical response of cavity-containing sandstone under low-frequency disturbance
Related Author
WAN Zhi
GUO Ai-guo
KONG Ling-wei
TAN Yun-zhi
WANG Zhi-yin
AI Chuan-zhi
YAO Zhan-yong
YAO Qun
Related Institution
College of Civil Engineering and Architecture, Key Laboratory of Geological Hazards on Three Gorges Reservoir Area of Ministry of Education, China Three Gorges University
State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences
Hunan Communications Research Institute
Postdoctoral Center of China University of Petroleum