agriculture3 papersavg year 2023weak evidence

The promising results indicate that further work

Research gap analysis derived from 3 agriculture papers in our local library.

The gap

The promising results indicate that further work on greater number of piles may lead to a better understanding of pile–soil interaction and a more accurate design process.

Evidence profile

Sourced from the abstract of the source papers, classified as general, drawn from work published between 2019 and 2026, spanning 3 journals. Those papers have been cited 14 times in total.

Research trend

Established — well-defined area with open sub-problems.

Supporting evidence — 3 representative gaps

  • Pile–Soil Interaction during Static Load Test (2024) · Studia Geotechnica et Mechanica · cited 1× · doi

    The promising results indicate that further work on greater number of piles may lead to a better understanding of pile–soil interaction and a more accurate design process.

    generalabstractevidence 4/5
    Keywords: promising indicate further greater number piles lead better understanding pile soil interaction accurate design process
  • EXPERIMENTAL STUDY ON BEARING RESISTANCE OF SHORT DISPLACEMENT PILE GROUPS IN DENSE SANDS (2019) · Journal of Civil Engineering and Management · cited 13× · doi

    Resistance predictions for pile group foundations is a complex problem, which may be the reason for scattered and insufficient information available despite numerous experimental and numerical studies, predominated by the focus on partial empirical relationships.

    generalabstractevidence 4/5
    Keywords: resistance predictions pile group foundations complex problem reason scattered insufficient information available despite numerous experimental
  • Experimental investigation of ultimate lateral resistance of superstructure–steel pipe pile foundation–soil systems considering local buckling–induced strength deterioration of pile members (2026) · Engineering Structures · doi

    Although the lateral resistance of single piles and pile groups has been widely studied, a rational framework for evaluating the ultimate lateral resistance of superstructure–pile foundation–soil systems while accounting for local buckling–induced strength deterioration is still lacking.

    generalabstractevidence 4/5
    Keywords: lateral resistance pile single piles groups widely studied rational framework evaluating ultimate superstructure foundation soil

Questions about this gap

The promising results indicate that further work on greater number of piles may lead to a better understanding of pile–soil interaction and a more accurate design process. This is supported by 3 representative gap statements extracted from 3 papers, rated weak evidence.

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