-
Article
Dynamic response and failure characteristics of a slope with bedrock subjected to earthquakes and rainfall in shaking table tests
In this study, shaking table tests were conducted to investigate the seismic response and failure characteristics of a slope with bedrock subjected to earthquakes and rainfall. Group 1 was subjected to earthqu...
-
Article
Performance of composite foundations with different load transfer platforms and substratum stiffness over silty clay
The semi-rigid pile-supported composite foundation is widely used in highway projects due to its effectiveness in increasing the bearing capacity and stability of foundations. It is crucial to understand the s...
-
Article
Dynamic response and failure process of horizontal-layered fractured structure rock slope under strong earthquake
Rock slope with horizontal-layered fractured structure (HLFS) has high stability in its natural state. However, a strong earthquake can induce rock fissure expansion, ultimately leading to slope failure. In th...
-
Article
Experimental study on seismic reinforcement of bridge foundation on silty clay landslide with inclined interlayer
A shaking table test for a bridge foundation reinforced by anti-slide piles on a silty clay landslide model with an inclined interlayer was performed. The deformation characteristics of the bridge foundation p...
-
Article
Seismic behaviour of sandy cutting slope in large-scale shaking table test
Large-scale shaking table tests were conducted to reveal the seismic instability mechanism of a sandy cutting slope under strong seismic action during the construction of the Sichuan‒Tibet railway. The input p...
-
Article
Large-scale shaking table test on seismic behaviour of anti-slide pile-reinforced bridge foundation and gravel landslide: a case study
This study aimed to illustrate the seismic response and instability process of a double-row anti-slide pile-reinforced bridge foundation and gravel landslide. Selecting the gravel slope of Jiuzhai Valley along...
-
Article
Analytical and Numerical Analysis of Additional Stress in Foundation of Bridge Approach Embankment
A good estimation of additional stress of a bridge approach foundation overlying embankment is of great importance in order to accurately calculate the differential settlements of foundation due to the axisymm...
-
Article
Investigation of the Influence of Foundation Deformability on Reinforced Soil Retaining Walls Using Centrifuge Model Tests
Two reinforced soil retaining walls with full-height rigid facing were modeled in a centrifuge. One model wall was constructed on a sand foundation with a relative density of 90%, and the other was constructed...
-
Article
Large-scale shaking table model test on seismic performance of bridge-pile-foundation slope with anti-sliding piles: a case study
This study aimed to illustrate the seismic performances of anti-slide pile-reinforced bridge foundations in landslides. Based on the anti-slide reinforcement project at Yousuotun along the Chengdu-Lanzhou high...
-
Article
Lateral Behavior of Piled Bridge Foundation and Stabilizing Piles on Steep Slope
For bridge engineering on steep slope, where the deformation of piled bridge foundation is strictly controlled, stabilizing piles are sometimes installed to minimize the soil shear deformation around the bridg...
-
Article
Deformation performance of cement-fly ash-gravel pile-supported embankments over silty clay of medium compressibility: a case study
This paper presents a special case study on the performance of geosynthetics-reinforced and pile-supported embankments (GRPS) over silty clay of medium compressibility. A full-scale high-speed railway embankme...
-
Article
Shaking table test of composite foundation reinforcement of saturated silty soil for high speed railway
Three shaking table model tests were conducted with a geometrical scale of 1:10 using a large-scale laminar shear box to investigate the reinforcement effects of compacted gravel column-net composite foundatio...
