斜面④

Wed. Jul 24, 2024 1:00 PM - 2:30 PM Room 12 (Asahikawa Toyo Hotel Hisui)

座長:上田恭平(京都大学防災研究所)

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[24-12-3-01] Study on the Appropriate cut slopes composed of fast-weathering rocks

*YUKO MATSUO¹, Kota Morisaki¹, Tsutomu Takyu¹, Naohiro Sato² (1. Nippon Expressway Research Institute Co.,Ltd.,, 2. Meiji consultant co.,Ltd.)

[24-12-3-02] A Case study on rain-induced landslide in Ganthuna Udagama village in Kegalle District, Sri Lanka on 17^th of May 2016

*Sajith BANDARANAYAKE¹, Satoshi Goto¹, Karunarathana Sandaruwan¹, Priyantha Bandara² (1. University of Yamanashi, 2. National Building Research Organization Sri Lanka)

[24-12-3-03] Design water level in established embankment after dewatering method

*KANAKO HAMAMOTO¹, Koji Matsukawa¹, Satoshi Tayama², Keiji Sakuradani², Hirofumi Hisada² (1. NEXCO-West Consultants Co.Ltd, 2. West Nippon Expressway Co.Ltd)

[24-12-3-04] Numerical analysis on drainage performance by groundwater drainage works in existing embankments

*KENSUKE TOMINAGA¹, Toru Inui¹, Sho Ogata¹, Hirofumi Hisada², Keiji Sakuradani² (1. Osaka University, 2. West Nippon Expressway Co., Ltd.)

[24-12-3-05] Centrifuge Groundwater Infiltration Experiment Using Sliding and Collapsing Countermeasures in a Large-scale Embankment Construction Site

*SATOKO IO², Kenki Ohwada³, Shuntaro Nada², Kazuya Itoh¹, Naoaki Suemasa¹ (1. Tokyo City University, 2. Tokyo City Graduate School, 3. Tokyo City University(J-POWER Design Co., Ltd.))

[24-12-3-06] Drainage performance research of drainable pipe fitting Soil Guard

*Shota Fukatsu¹, Kazunori Maeda¹, Katsuyuki Kawai², Kouji Nakashima² (1. Okabe Co,Ltd, 2. Kindai Univ)

[24-12-3-07] Application of geosynthetics to capillary barrier systems for prevention of rainfall-induced slope instability.

*RIO FUJII¹, Naoki Tatsuta¹, Takashi Hara¹ (1. University of Toyama)

[24-12-3-08] Consideration of the effect of different arrangements of simulated root systems on slope stability by centrifuge model tests.

*FUKUDA SOUTA¹, Tateya Shun¹, Wakai Akihiko¹ (1. Gunma University)

Session information

斜面④