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This study was carried out to evaluate the vertical stress properties in sandy soil according to changes of foundation condition in soil bin compacted three layers. The following conclusions and comparisons have been made based on careful analysis from theoretical and experimental methods. : When sandy soil subjected to circular uniform load, the vertical stress increments (Δσz) was increased as load increasing, the maximum values of Δσz was achieved at the point loading axis, and Δσz was not shown over at a distance of three times of loading plate width (B). The vertical stress increments were achieved largely at 80 % relative compaction (Rc) compared to 95 % relative compaction due to stress concentration in sandy soil. When sandy soil subjected to circular uniform load, the Δσz differences between theoretical and experimental values as load increased were more increased and its maximum differences were achieved at stress axis. When gravel surface macadamized over sandy soil subjected to load, the Δσz was concentrated to load axis as load increasing, so that macadamization will be decreased load transmission.
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참고문헌 (13)
참고문헌 신청
Ahlvin, R. G. / 1962 / Tabulated values for determining the complete pattern of stresses, strains, and deflections beneath a uniform circular load on a homogeneous half space
Boussinesq, J. / 1883 / Application des potentials a L'Etude de L'Equilibre et du mouvement des Solides Elastiques / Gauthier-Villars
Chon, Y. B. / 2000 / An experimental study of vertical stress by incremental load / In Proceeding of the 2000 Annual conference the Korean Society of Civil Engineers : 533 ~ 536
Das, B. M. / 2002 / Principles of Geotechnical Engineering, 5th ed / Brooks/Cole : 224 ~ 258
Frohlich, O. K. / 1934 / Druckverteilung in baugrunde / Springer-Verlag OHG
Boussinesq, J. / 1883 / Application des potentials a L'Etude de L'Equilibre et du mouvement des Solides Elastiques / Gauthier-Villars
Chon, Y. B. / 2000 / An experimental study of vertical stress by incremental load / In Proceeding of the 2000 Annual conference the Korean Society of Civil Engineers : 533 ~ 536
Das, B. M. / 2002 / Principles of Geotechnical Engineering, 5th ed / Brooks/Cole : 224 ~ 258
Frohlich, O. K. / 1934 / Druckverteilung in baugrunde / Springer-Verlag OHG
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