[III-175] Development of earth retaining wall reinforced by horizontal piles

〇Keisuke Manabe¹, Hitoshi Asano¹, Kenji shimosaka¹, Junichi Yamamoto¹, Chihiro Jibiki¹ (1.TODA CORPORATION)

[III-176] Study on reduction of horizontal displacement on steel sheet pile retaining wall

〇Nanase Ogawa¹ (1.GIKEN)

[III-177] Comparison of the effect of the magnitude of cohesion on the occurrence of seismic earth pressure by centrifugal model test

〇Takumi OZAKI¹, Susumu Nakajima¹, Taisuke Nasarawa¹, Ryuichi Ibuki¹, Phadungsak Hong-in², Akihiro Takahashi² (1.Railway Technical Research Institute, 2.Tokyo Institute of Technology)

[III-178] Numerical analysis of loading test on masonry wall using coupled SPH and DEM analysis method

〇TSUYOSHI TAKAYANAGI¹, RYUICHI IBUKI¹ (1.Railway Technical Research Institute)

[III-179] Proposal of injection reinforcement method for empty masonry wall

〇goshi Maeda¹, kenzo saruya¹, kenji koike¹, mitsutaka hirano¹ (1.East Japan Railway Company)

[III-180] Design example of seismic reinforcement of existing masonry retaining wall in narrow space

〇nobuyuki koizumi¹, Yuji Hayashi¹, Hiroaki Kanesashi², Kyosuke Hatakeyama² (1.Maeda Corporation, 2.Tokyo Metro Corporation)

[III-181] investigation study on soil characteristics and joint strength characteristics of masonry embankment railway platform

〇Shota NOMOTO¹, Keita Abe², Satoshi Takisawa¹, Tsutomu Taketani¹ (1.East Japan Railway Company, 2.Railway Technical Research Institute)

[III-182] Numerical study on masonry embankment type railway platform with a sliding dominated failure mode

Hidenori Ishii¹, 〇Keita Abe¹, Satoshi Takisawa², Shota Nomoto², Kenta Sugiyama¹, Tsutomu Taketani² (1.Railway Technical Research Institute, 2.East Japan Railway Company)

Session information

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