CBR of the weathered mica gneiss have been studied. Because of the high elasticity and extremely smooth surface
mica sheets cause the low ability of inlay and anti-cuts. It is easy for the surface layer of the subgrade to peel
loose and to rebound. Then the water stability is bad
the intensity is somewhat low
and the CBR value cannot achieve the intensity standard of the roadbed in the highway. Increasing the work of tamping
the compaction performance of the material cannot be improved obviously. For the construction of the bed
the static pressure is suitable avoiding dynamic pressure. The compaction performance of the material may be obviously improved; and the intensity of the material may be enhanced after improving it with the clay
the weathered soil or the cement. The reasonable admixture dosage of the modified material can be proposed from the engineering economic aspects.
Research on effect of train running on elevated line of high-speed railway on existing railway subgrade
Research on dynamic compaction characteristics of aeolian sand in desert region of Keerqin
Simulation test on evolutions of subgrade humidity field affected by compaction methods
Study of dynamic response of silty sand subgrade loaded by airplane
A multivariable grey model based on background value optimization and its application to subgrade settlement prediction
Related Author
SHI Jin
ZOU Kai
GU Ai-jun
JIANG Hui
LIANG Qing-huai
ZHANG Hong
WANG Zhi-yuan
LIU Run-xing
Related Institution
School of Civil Engineering, Beijing Jiaotong University
Collge of Transportation, Inner Mongolia University
State Key Laboratory for Geomechanics and Deep Underground Engineering, School of Mechanics & Civil Engineering, China University of Mining & Technology
School of Civil Engineering, Zhengzhou University
School of Water Conservancy and Environment, Zhengzhou University