Journal of the Japan Landslide Society
Online ISSN : 1882-0034
Print ISSN : 1348-3986
ISSN-L : 1348-3986
Volume 52 , Issue 3
Showing 1-7 articles out of 7 articles from the selected issue
Original article
  • Kazumasa ONISHI, Jing-Cai JIANG
    2015 Volume 52 Issue 3 Pages 113-122
    Published: 2015
    Released: July 30, 2015
    JOURNALS FREE ACCESS
      A limit equilibrium slope stability analysis method is proposed by considering progressive failure. A local factor of safety is defined at the base of each slice, and a unique idea is introduced to render the highly undeterminate problem determinate. A load-incremental procedure is developed for the analysis of progressive failure of slopes, in which total load including the soil self-weight is divided into many incremental steps, and with each load-incremental step, the analysis is repeated up to the final loading condition. It is shown that local failure and its evolution in slopes can be represented well by the value of local factor of safety. Finally, two problems including an actual failure of the dam are analyzed using the proposed method, and distribution of local failure areas in the slopes and values of the overall factor of safety are agreed with those obtained from FEM analyses.
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Research note
  • Hidehiko MURAO, Toshitaka KAMAI, Toru NOZAKA
    2015 Volume 52 Issue 3 Pages 123-131
    Published: 2015
    Released: July 30, 2015
    JOURNALS FREE ACCESS
      Soil has a structure in which various particles are arranged as a result its geological history. Therefore, by determining the current structure of the soil, it is possible to estimate the stress history of the soil and to predict how it will behave. In particular, the orientation of clay particles is a notable feature in landslide clay that has experienced large deformation. Accordingly, the particle orientation should be useful for estimating movement direction, and stress state. In this study, with the aim of deepening understanding of the microscopic structure of landslide clay, the formation process of landslide clay in the landslide zone of a Tertiary formation was investigated by using the ring shear test to compare the shear plane and the slip surface of an undisturbed specimen. Our investigation found that (1) the microscopic structure of shear planes in a residual strength state due to large deformation exhibits slickensides and striations, (2) the shear layer is formed from a folium of peds arranged parallel to the shear plane, and (3) the shear layer has a fully oriented structure differing from that of the dispersed structures in the local area.
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