Under repeated freezing and thawing in deep seasonal frozen regions, the stability and strength of the soil are imposed in the form of large uneven settlement, instability and strength reduction, whic
The zones of thawed ground in the permafrost area are most dangerous from engineer-geologist effect point of view. Detection of such zones, as making forecast of their movement is the main task of eng
Frost heave is one of the major complications in highway construction in cold regions. Laboratory experiments are important in the study frost heave behavior of soils, and one-dimensional frost heave
Experiments about working mechanism and mechanical characteristics of the DX model pile foundation under lateral dynamic and static loading were conducted by using a model system of the dynamic frozen
This paper outlines development of the thickness design of cylindrical frozen walls in artificial ground freezing(AFG). A plain strain mechanical model coupled with infinite surrounding soil and rock