Turnitin
降AI改写
早检测系统
早降重系统
Turnitin-UK版
万方检测-期刊版
维普编辑部版
Grammarly检测
Paperpass检测
checkpass检测
PaperYY检测
Behavior of back-to-back mechanically stabilized earth walls as railway embankments
Twelve physical model tests were carried out to investigate the role of the type and
arrangement of reinforcements on the behavior of back-to-back mechanically stabilized …
arrangement of reinforcements on the behavior of back-to-back mechanically stabilized …
[HTML][HTML] Undrained stability of unsupported rectangular excavations: anisotropy and non-homogeneity in 3D
The stability of unsupported rectangular excavations in undrained clay is examined under
the influence of anisotropy and heterogeneity using the three-dimensional finite element …
the influence of anisotropy and heterogeneity using the three-dimensional finite element …
Influence of reinforcement design on seismic stability of full-height panel MSE walls
A numerical study was carried out to investigate the seismic stability of mechanically
stabilized earth (MSE) walls using a finite element limit analysis (FELA) approach. The …
stabilized earth (MSE) walls using a finite element limit analysis (FELA) approach. The …
Investigation into bearing performance of concrete expanded-plates piles: Field test and numerical modelling
Concrete expanded-plates (CEP) piles usually exhibit a higher bearing capacity due to the
effect of plates. However, the full-scale field test and the simulation regarding the influence …
effect of plates. However, the full-scale field test and the simulation regarding the influence …
Finite element limit analysis of load-bearing performance of reinforced slopes using a non-associated flow rule
This paper presents a numerical study on the load-bearing performance of reinforced slopes
under footing load using a finite element limit analysis (FELA) method where a non …
under footing load using a finite element limit analysis (FELA) method where a non …
Local site conditions and hydromechanical effects in service life of cantilever retaining walls
The present study has two objectives for the design of cantilever walls based on the local
site conditions: i) estimating the minimum foundation width in the seismic loading condition …
site conditions: i) estimating the minimum foundation width in the seismic loading condition …
A bibliometric review of reinforced soil wall research topics
Reinforced soil or mechanically stabilized earth (MSE) wall structures offer straightforward
construction techniques as an alternative to conventional retaining earth walls. The benefits …
construction techniques as an alternative to conventional retaining earth walls. The benefits …
Experimental analysis of bearing capacity failure of geosynthetic-reinforced soil walls
Small-and large-scale 1 g experiments were conducted to investigate the bearing capacity
failure of geosynthetic-reinforced soil walls. The small-scale experiments (1/10) provided …
failure of geosynthetic-reinforced soil walls. The small-scale experiments (1/10) provided …
Evaluation of capacity of power hammer machine foundation from high strain dynamic load test: Field test and axisymmetric numerical modeling
The power hammer machines induce harmful vibrations in different parts of the foundation
which may result in excessive dynamic settlement. While designing the hammer machine …
which may result in excessive dynamic settlement. While designing the hammer machine …
Influence of backfill type on the load-bearing performance of GRS bridge abutments
The influence of backfill type and material properties on the performance of field-scale
geosynthetic reinforced soil (GRS) abutment models is investigated. Two alternative types of …
geosynthetic reinforced soil (GRS) abutment models is investigated. Two alternative types of …