Based on the centrifuge of Tsinghua University, a new device was developed to conduct the excavation of a slope in flight. The centrifuge model test was conducted to simulate the excavation of a cohesive slope. The displacement field was measured during the excavation. The results show that the failure process of the slope begins at the bottom of the slope and extends to the top eventually, including two stages: small deformation stage and rapidly increasing deformation stage. Cracks occurred in the top due to tension, however, their extension can be attributed to the cooperation of tension and shear along with the shear zone.link_to_subscribed_fulltex
With regard to an ancient bank landslide near a dam, centrifugal model tests on instability mechanis...
A series of centrifuge model tests were conducted to investigate the contribution of root reinforcem...
Concerns over loosely compacted fill slopes stability in Hong Kong arouse in the past few decades, s...
Problems induced by slope excavations are quite common. An in-flight excavation device was realized ...
The problems induced by slope excavation is quite common in practice. Considering the disadvantages ...
This paper addresses the static response of geotextile-reinforced slopes resting on a firm foundatio...
This paper presents a centrifuge model of a silty clay slope. The increase of the gravity accel-erat...
Geosynthetics are widely used to reinforce slopes due to their successful performance and economical...
Excavations on steep slopes are common problems in practice; little work has been done on the geotex...
Many scholars have paid more and more attention to the landslide disasters occurring in the Three Go...
This paper reports a series of geotechnical centrifuge model tests conducted to investigate the mech...
This paper examines the stability of geotextile-reinforced slopes when subjected to a vertical load ...
Primary toppling usually occurs in layered rock slopes with large anti-dip angles. In this paper, th...
The behaviors of cohesive soil slopes reinforced by stabilizing piles are investigated using centrif...
AbstractA series of centrifuge model tests was conducted on a nail-reinforced slope under vertical s...
With regard to an ancient bank landslide near a dam, centrifugal model tests on instability mechanis...
A series of centrifuge model tests were conducted to investigate the contribution of root reinforcem...
Concerns over loosely compacted fill slopes stability in Hong Kong arouse in the past few decades, s...
Problems induced by slope excavations are quite common. An in-flight excavation device was realized ...
The problems induced by slope excavation is quite common in practice. Considering the disadvantages ...
This paper addresses the static response of geotextile-reinforced slopes resting on a firm foundatio...
This paper presents a centrifuge model of a silty clay slope. The increase of the gravity accel-erat...
Geosynthetics are widely used to reinforce slopes due to their successful performance and economical...
Excavations on steep slopes are common problems in practice; little work has been done on the geotex...
Many scholars have paid more and more attention to the landslide disasters occurring in the Three Go...
This paper reports a series of geotechnical centrifuge model tests conducted to investigate the mech...
This paper examines the stability of geotextile-reinforced slopes when subjected to a vertical load ...
Primary toppling usually occurs in layered rock slopes with large anti-dip angles. In this paper, th...
The behaviors of cohesive soil slopes reinforced by stabilizing piles are investigated using centrif...
AbstractA series of centrifuge model tests was conducted on a nail-reinforced slope under vertical s...
With regard to an ancient bank landslide near a dam, centrifugal model tests on instability mechanis...
A series of centrifuge model tests were conducted to investigate the contribution of root reinforcem...
Concerns over loosely compacted fill slopes stability in Hong Kong arouse in the past few decades, s...