期刊论文详细信息
SOILS AND FOUNDATIONS
ARCH ACTION OVER AN EXCAVATED PIT ON A STABLE SCARP INVESTIGATED BY PHYSICAL MODEL TESTS
JIRO TAKEMURA2  THIRAPONG PIPATPONGSA3  AKIHIRO TAKAHASHI2  MOHAMMAD HOSSEIN KHOSRAVI1 
[1] International Development Engineering, Tokyo Institute of Technology;Department of Civil and Environmental Engineering, Tokyo Institute of Technology;Global Scientific Information and Computing Center, Tokyo Institute of Technology
关键词: arching;    deformation;    earth pressure;    excavation;    failure;    image processing;    inclined load;    model test;    slope stability;    slope;    (IGC: E2/E6/E14);   
DOI  :  10.3208/sandf.51.723
学科分类:建筑学
来源: Japanese Geotechnical Society / Jiban Kogakkai
PDF
【 摘 要 】

References(23)Cited-By(2)Some slope failures along oblique faults experience arch to the extent that the stable scarp can be observed after collapse. The load resisting the scarp is transferred to the side supports by the circumferential forces across the exposed face, separating it from the force acting normal to the slope and the frictional resistance which runs along it. Therefore, the failure mechanism involves a passive condition where the major principal stresses dominate the force supporting the arches. This study presents the groundwork carried out to confirm the assumption of a passive condition appearing in the scarp of the inclined slope by measuring the pressure changes and the surface movement of a physical model. Moist sand was uniformly layered inside a rigid acrylic frame fixed on a slope and base made of rigid acrylic plates. The movement distributions of the slopes were recorded and analyzed using particle image velocimetry (PIV) and image processing software. As the toe of the slope was sliced and cut in sequence, starting from the middle part, the removal of the propped portion resulted in a slip along the surface. Since the moist sand fails inward rather than outward, it is reasonable to assume that the lateral compression is greater than the inclined compression, to the extent where it is sufficient to initiate arch action in a passive condition.

【 授权许可】

Unknown   

【 预 览 】
附件列表
Files Size Format View
RO201911300970363ZK.pdf 2149KB PDF download
  文献评价指标  
  下载次数:12次 浏览次数:24次