In recent years, the constructions of pile-supported ballastless track-bed have been developed rapidly in China. It appears important to assess the accumulative settlement of this kind of track-bed after years of operation, especially under unfavorable conditions, such as the rising of water level. In this study, a full-scale physical model simulating the pile-supported ballastless track-bed was established. The soil arching effect was previously developed in this model by draining out water in the water bags among the pile caps. The effects of water level and loading cycle on the accumulative settlement of this model were investigated following four testing procedures: water level rising, cyclic loading at high water level, water level low...
Structures are commonly supported on pile foundations at locations having marginal soil. Friction pi...
High-speed railways are built in deep soft-soil foundations interlayered with hard materials. Howeve...
Floating piles in soft soil deposits primarily mobilize their bearing capacity by means of shaft res...
In recent years, the constructions of pile-supported ballastless track-bed have been developed rapid...
International audienceIn recent years, the constructions of pile-supported ballastless track-bed hav...
This paper presents a full-scale model study of the mechanical behaviors of geosynthetic-reinforced ...
International audienceThis study presents a full-scale model investigation on variations of soil str...
Pile-plank structures are widely applied for high-speed railway built in soft ground in China. It ca...
This paper presents a full-scale model study of geosynthetic-reinforced pile-supported (GRPS) track-...
Project Oufei is the largest individual reclamation project in Wenzhou city, China, and the main inf...
This study aimed to evaluate the p-y behavior of pile foundations installed in saturated silty sand ...
International audienceMoisture migration and distribution in the substructure are found to be the im...
Railway track is constructed on compacted soil which is, characteristically, unsaturated. The perfor...
Rail tracks on peat subgrades can experience significant deflections, some of which have led to dera...
AbstractMany of the world's railways run on ballasted track, which has for nearly 200 years provided...
Structures are commonly supported on pile foundations at locations having marginal soil. Friction pi...
High-speed railways are built in deep soft-soil foundations interlayered with hard materials. Howeve...
Floating piles in soft soil deposits primarily mobilize their bearing capacity by means of shaft res...
In recent years, the constructions of pile-supported ballastless track-bed have been developed rapid...
International audienceIn recent years, the constructions of pile-supported ballastless track-bed hav...
This paper presents a full-scale model study of the mechanical behaviors of geosynthetic-reinforced ...
International audienceThis study presents a full-scale model investigation on variations of soil str...
Pile-plank structures are widely applied for high-speed railway built in soft ground in China. It ca...
This paper presents a full-scale model study of geosynthetic-reinforced pile-supported (GRPS) track-...
Project Oufei is the largest individual reclamation project in Wenzhou city, China, and the main inf...
This study aimed to evaluate the p-y behavior of pile foundations installed in saturated silty sand ...
International audienceMoisture migration and distribution in the substructure are found to be the im...
Railway track is constructed on compacted soil which is, characteristically, unsaturated. The perfor...
Rail tracks on peat subgrades can experience significant deflections, some of which have led to dera...
AbstractMany of the world's railways run on ballasted track, which has for nearly 200 years provided...
Structures are commonly supported on pile foundations at locations having marginal soil. Friction pi...
High-speed railways are built in deep soft-soil foundations interlayered with hard materials. Howeve...
Floating piles in soft soil deposits primarily mobilize their bearing capacity by means of shaft res...