第III部門

地盤の応力と変形

Thu. Sep 15, 2022 9:00 AM - 10:20 AM III-1 (吉田南総合館東棟　共東１１)

Chair: Taizo Kbayashi

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9:00 AM - 9:10 AM

[III-01] Verification of stability and bearing capacity performance under train load of damaged railway embankment
(1) Rainfall and loading experiment using embankment model with different compaction degree

*Keita Abe¹, Kenta Sugiyama¹, Takaki Matsumaru¹, Taketo Sato¹, Kohei Kasahara¹, Yoshitaka Tomita¹, Shouta Takagi¹ (1. Railway technical research institute)

9:10 AM - 9:20 AM

[III-02] Verification of stability and bearing capacity performance under train load of damaged railway embankment
(2) Analysis of rainfall and loading experiment using loose embankment model

*Taketo Sato¹, Kenta Sugiyama¹, Keita Abe¹, Takaki Matsumaru¹, Kohei Kasahara¹, Tomida Yoshitaka¹, Syota Takagi¹ (1. Railway Technical Research Institute)

9:20 AM - 9:30 AM

[III-03] Stress measurement method for rock masses by borehole jack test

*Shohei Kawakubo¹ (1. HAZAMA ANDO CORPORATION)

9:30 AM - 9:40 AM

[III-04] Examination on deformation befavior of embankment ground in waterfrond area

*Yusuke Inagaki¹, Takahiro Konda¹, Kazuma Ootsuki² (1. Geo-Research Institute, 2. PENTA-OCEAN CONSTRUCTION CO., LTD.)

9:40 AM - 9:50 AM

[III-05] Monitoring of embankment ground in waterfrond area

*Takahiro Konda², Kazuma Ootsuki¹, Kazunori ito¹, Kozue Nakano¹, Yusuke Inagaki², Takahiro Tsuji² (1. PENTA-OCEAN CONSTRUCTION CO., LTD., 2. Geo-Research Institute)

9:50 AM - 10:00 AM

[III-06] Study about usage of measurement of shear wave velocity in diagnosis of existing embankment

*Takaki Matsumaru¹, Yoshitaka Tomida¹, Kenta Sugiyama¹, Shota Takagi¹, Taketo Sato¹, Yoshisada Hamada², Atsushi Enya² (1. Railway Technical Research Institute, 2. West Japan Railway Compacy)

10:00 AM - 10:10 AM

[III-07] Large direct shear test using undisturbed sample including roots

*Kohei Okura¹, Hiroaki Terasaki², Takahiro Onishi³, Akihiro Ono³, Shinichiro Tsuji³ (1. Former University of Fukui, 2. University of Fukui, 3. MAEDAKOSEN Co.,LTD.)

Session information

地盤の応力と変形

[III-01] Verification of stability and bearing capacity performance under train load of damaged railway embankment
(1) Rainfall and loading experiment using embankment model with different compaction degree

[III-02] Verification of stability and bearing capacity performance under train load of damaged railway embankment
(2) Analysis of rainfall and loading experiment using loose embankment model

[III-03] Stress measurement method for rock masses by borehole jack test

[III-04] Examination on deformation befavior of embankment ground in waterfrond area

[III-05] Monitoring of embankment ground in waterfrond area

[III-06] Study about usage of measurement of shear wave velocity in diagnosis of existing embankment

[III-07] Large direct shear test using undisturbed sample including roots

Authentication

Session information

地盤の応力と変形

[III-01] Verification of stability and bearing capacity performance under train load of damaged railway embankment(1) Rainfall and loading experiment using embankment model with different compaction degree

[III-02] Verification of stability and bearing capacity performance under train load of damaged railway embankment(2) Analysis of rainfall and loading experiment using loose embankment model

[III-03] Stress measurement method for rock masses by borehole jack test

[III-04] Examination on deformation befavior of embankment ground in waterfrond area

[III-05] Monitoring of embankment ground in waterfrond area

[III-06] Study about usage of measurement of shear wave velocity in diagnosis of existing embankment

[III-07] Large direct shear test using undisturbed sample including roots

Authentication

[III-01] Verification of stability and bearing capacity performance under train load of damaged railway embankment
(1) Rainfall and loading experiment using embankment model with different compaction degree

[III-02] Verification of stability and bearing capacity performance under train load of damaged railway embankment
(2) Analysis of rainfall and loading experiment using loose embankment model