不飽和土（強度と変形）

Thu. Jul 25, 2024 10:45 AM - 12:15 PM Room 5 (Art Hotel Asahikawa Lilac)

座長:河井克之(近畿大学)

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[25-5-2-01] A Multi-sample testing system utilizing the continuous pressurization method for determining unsaturated soil mechanical properties

*ADEL ALOWAISY¹, Makoto Ogawa¹, Noriyuki Yasufuku¹, Ryohei Ishikura¹, Jumana Hussary¹, Masanori Hatakeyama², Shuu KYOUNO², Fumihiro Mochida² (1. Kyushu University, 2. Oyo Corporation)

[25-5-2-02] Comparison of unsaturated strength characteristics of embankment materials divided according to soil classification

*Taketo SATO¹, Takaki Matsumaru¹ (1. Railway Technical Research Institute)

[25-5-2-03] Effects of using c_cu and φ_cu, which are not constants representing failure criteria, on the seismic safety factor of embankments

*Takashi Tsuchida¹, Masanori Hatakeyama², Fumihiro Mochida² (1. Tsuchida Geotechnical Laboratory, 2. Oyo Corporation)

[25-5-2-04] A new method for predicting slope failure during rainfall using reference suction

*DEPU HU¹, shoji kato², Byeong-su Kim³ (1. 胡德普, 2. 加藤正司, 3. 金秉洙)

[25-5-2-05] A simple measurement method for the permeability coefficient of unsaturated soils with continuous pressurizing test apparatus

*Qianhao Yue¹, Depu Hu¹, Shoji Kato¹ (1. Kobe University)

[25-5-2-06] Effect of saturation on dilatancy properties of Toyoura sand

*ZHAOCHENG WANG¹, Jie Han¹, Ringo Fujimoto¹, Mitsutoshi Yosimine¹ (1. Tokyo Metropolitan University)

[25-5-2-07] Investigation of water absorption characteristics of unsaturated soil by micro – tension meter

*SHOJI KATO¹, Tatsuya Nobutou¹ (1. Graduate school of Eng., Kobe Univ.)

Session information

不飽和土（強度と変形）

[25-5-2-01] A Multi-sample testing system utilizing the continuous pressurization method for determining unsaturated soil mechanical properties

[25-5-2-02] Comparison of unsaturated strength characteristics of embankment materials divided according to soil classification

[25-5-2-03] Effects of using c_cu and φ_cu, which are not constants representing failure criteria, on the seismic safety factor of embankments

[25-5-2-04] A new method for predicting slope failure during rainfall using reference suction

[25-5-2-05] A simple measurement method for the permeability coefficient of unsaturated soils with continuous pressurizing test apparatus

[25-5-2-06] Effect of saturation on dilatancy properties of Toyoura sand

[25-5-2-07] Investigation of water absorption characteristics of unsaturated soil by micro – tension meter

Authentication

Session information

不飽和土（強度と変形）

[25-5-2-01] A Multi-sample testing system utilizing the continuous pressurization method for determining unsaturated soil mechanical properties

[25-5-2-02] Comparison of unsaturated strength characteristics of embankment materials divided according to soil classification

[25-5-2-03] Effects of using ccu and φcu, which are not constants representing failure criteria, on the seismic safety factor of embankments

[25-5-2-04] A new method for predicting slope failure during rainfall using reference suction

[25-5-2-05] A simple measurement method for the permeability coefficient of unsaturated soils with continuous pressurizing test apparatus

[25-5-2-06] Effect of saturation on dilatancy properties of Toyoura sand

[25-5-2-07] Investigation of water absorption characteristics of unsaturated soil by micro – tension meter

Authentication

[25-5-2-03] Effects of using c_cu and φ_cu, which are not constants representing failure criteria, on the seismic safety factor of embankments