As a new type of backfill material for abutment back treatment, there is still a gap in theoretical research and practical application. Aiming at the research on the treatment effect of the new backfill material liquid soil, this paper uses the finite element software for numerical simulation, comprehensively compares and analyzes the settlement and deformation characteristics of the new backfill material liquid soil and the conventional soil under the same working condition, and evaluates the treatment effect according to the calculation results; The results show that under the action of self weight load and traffic load, the overall settlement of both sides presents a similar distribution. In the horizontal direction, the settlement gradu...
Expansive soils are highly susceptible to volumetric changes leading to rapid loss in the bearing\ud...
This study discusses the results of numerical modeling aspect of aggregate pier foundations (aggrega...
The paper provides numerical simulation of the influence of dynamic loading on the stress-strain sta...
As a new type of backfill material for abutment back treatment, there is still a gap in theoretical ...
In view of the heightening and thickening levee project which already built, the settlement and defo...
Numerical modelling can simulate the interaction between structural elements and the soil continuum ...
The article presents a comparative analysis of two computational methods modelling soil backing of l...
In general, when a tyre is running on a deformable soil, the soil compaction will occur not only on ...
Solid backfill mining is an efficient and environmental-friendly coal mining technology, which can e...
Abstract: In 1994, the Federal Highway Administration held a symposium to recognise the various tech...
The paper presents the application of the finite element method into the modelling of soil arching. ...
This study describes a study on the geotechnical behavior of two different type of footing using fin...
Expansive soils are highly susceptible to volumetric changes leading to rapid loss in the bearing ca...
In this paper, the use of geotechnical centrifuge and numerical modeling techniques to investigate t...
Time dependent settlement due to loading on soft saturated soils produces many problems such as high...
Expansive soils are highly susceptible to volumetric changes leading to rapid loss in the bearing\ud...
This study discusses the results of numerical modeling aspect of aggregate pier foundations (aggrega...
The paper provides numerical simulation of the influence of dynamic loading on the stress-strain sta...
As a new type of backfill material for abutment back treatment, there is still a gap in theoretical ...
In view of the heightening and thickening levee project which already built, the settlement and defo...
Numerical modelling can simulate the interaction between structural elements and the soil continuum ...
The article presents a comparative analysis of two computational methods modelling soil backing of l...
In general, when a tyre is running on a deformable soil, the soil compaction will occur not only on ...
Solid backfill mining is an efficient and environmental-friendly coal mining technology, which can e...
Abstract: In 1994, the Federal Highway Administration held a symposium to recognise the various tech...
The paper presents the application of the finite element method into the modelling of soil arching. ...
This study describes a study on the geotechnical behavior of two different type of footing using fin...
Expansive soils are highly susceptible to volumetric changes leading to rapid loss in the bearing ca...
In this paper, the use of geotechnical centrifuge and numerical modeling techniques to investigate t...
Time dependent settlement due to loading on soft saturated soils produces many problems such as high...
Expansive soils are highly susceptible to volumetric changes leading to rapid loss in the bearing\ud...
This study discusses the results of numerical modeling aspect of aggregate pier foundations (aggrega...
The paper provides numerical simulation of the influence of dynamic loading on the stress-strain sta...