The study identifies a gap in understanding the influence
Research gap analysis derived from 3 agriculture papers in our local library.
The gap
The study identifies a gap in understanding the influence of negative friction on the bearing capacity of piles based on the thickness of the embankment layers.
Evidence profile
Sourced from the future-work section and stated research gap and stated challenges of the source papers, classified as general, spanning 3 journals.
Research trend
Established — well-defined area with open sub-problems.
Supporting evidence — 4 representative gaps
- Dynamic p-y Model for Laterally Loaded Piles near Clay Slope (2026) · Applied Sciences · doi
Further studies can investigate the effects of other loading parameters and pile parameters on the dynamic response of piles near slopes. The dynamic p-y curve model can be extended to consider other types of soils and loading conditions.
generalfuture-work sectionKeywords: further studies investigate effects other loading parameters pile - Dynamic p-y Model for Laterally Loaded Piles near Clay Slope (2026) · Applied Sciences · doi
The lack of a dynamic p-y model for piles near clay slopes. The need for a practical tool for steady-state dynamic analysis of laterally loaded piles. The influence of slope effect on the dynamic response of piles is not well understood.
generalstated research gapKeywords: lack dynamic p-y model piles near clay slopes - Study on stability analysis of soil nail reinforced slopes under loading based on the discrete element method (2026) · PLOS One · doi
The complex behavior of soil-nailed slopes under surcharge loading. The difficulty in modeling the interaction between soil and nails. The need to consider the effect of different loading conditions.
generalstated challengesevidence 5/5Keywords: complex behavior soil-nailed slopes surcharge loading difficulty modeling - Comparing the effect of negative friction on the design bearing capacity of precast piles with different assumed embankment thicknesses (2026) · Journal of Science, Technology and Engineering Mien Tay Construction University · doi
The study identifies a gap in understanding the influence of negative friction on the bearing capacity of piles based on the thickness of the embankment layers.
generalstated research gapevidence 5/5Keywords: study identifies gap understanding influence negative friction bearing
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