Abstract: Working mechanisms of a new foundation treatment technology formed by geocell reinforced mattress and stone column were discussed. Combining with a certain engineering project, techniques of treating soft soil foundation ...

Abstract: The bearing performance of both vertically and horizontally reinforced composite foundation formed by horizontal reinforcement settled on top of granular piles, which can restrict the failure of granular piles, was studied. ...

Abstract: Based on difference between pile foundation with higher pile-column bridge piers and normal pile foundation and taken interaction of pile, pier and soil into account, a pile-column calculation model was founded. On the ...

Abstract: The coupled discrete-element method–finite difference method (DEM–FDM) numerical modeling scheme was proposed to simulate a single stone column in soft clay according to the Universal Distinct Element Code (UDEC). The ...

Abstract: In the present study, an attempt has been made to establish and analyze a model of a composite working system combining an upper pavement structure and a geocell-reinforced embankment. In the model, the geocell-reinforced ...

Abstract: Based on existing methods used in evaluating the vertical bearing capacity of piles, hyperbola model was adopted to describe pile shaft resistance in consideration of the nonlinear behavior of load transfer along pile ...

Abstract: Deformation performance of rigid pile composite foundation under vertical loading was discussed, and the relationship between the pile lateral friction and the relative deformation of piles and soil was studied. By adopting ...

Abstract: According to the structure and load characteristics of bridge double-pile foundation in high-steep transverse slope, the new model of piles-slope interaction and piles-soil interaction was established: The back pile beard ...

Abstract: The load transferring mechanism was investigated and then used to establish the load transferring equation. A calculation method for the vertical load transferring characteristic of the rock socketed pile was proposed to ...

Abstract: It is acknowledged that porosity and voids encapsulated in rocks significantly affect the mechanical behavior of specimens from laboratory observations. In this study, a proposed conceptual porosity model was idealized to ...