液状化対策①

Thu. Jul 21, 2022 9:00 AM - 10:30 AM 第11会場 (メインホールB（2階）)

座長：山下航洋（五洋建設）

+Add all to schedule

[21-11-1-01] Shaking table tests on level ground models simulating construction of sand compaction piles (Influence of sand pile material on improvement effect).

*TOMITA AKIHIRO¹, Kenji Harada¹, Hiroshi Yabe¹, Junichi Koseki² (1. Fudotetra corporation, 2. University of Tokyo)

[21-11-1-02] Laboratory Model Tests on Compaction Effect of Inserting
Gravel Pile on Loose Sandy Soil

*KANEKO TAISHI¹, Fumiya Sasagawa, Satoru Ohtsuka¹, Yutaka Fukumoto¹ (1. Nagaoka University of Technology )

[21-11-1-03] Preliminary Evaluation of Log Piling as a Safe and Cost-Effective Shallow Ground Improvement Technique for Liquefaction Mitigation by a 1-g Shaking Model Test

*KATAGIRI TOSHIHIKO², MILEV Yordanov Nikolay¹, KIYOTA TAKASHI³, SHIGA MASATAKA⁴, ITO RANA⁵, NUMATA ATSUNORI⁶, MURATA TAKUMI⁷ (1. UACEG, Bulgaria, 2. IIS,University of Tokyo, 3. IIS,University of Tokyo, 4. IIS,University of Tokyo, 5. IIS,University of Tokyo, 6. Tobishima Corporation, 7. Tobishima Corporation)

[21-11-1-04] Effect of displacement buffer and strength investigation of postconstruction in sand compaction pile method

KAZUFUMI MICHIHIRA², YOSHIHIRO INAGAWA², *JYUNYA TANAKA¹, TAKAGAKI SHUTA¹ (1. Fudo tetra Co., Ltd., 2. Fushimitsu Co., Ltd.)

[21-11-1-05] Verification of the applicability of the new CPG method to sandy soils mixed with fines - experimental outline -

*TAKENOUCHI KANJI¹, SASSA SHINJI², HIRUKAWA AISHI³, TAKADA KEITA⁴, ONO KIYOTAKA⁵ (1. SANSHIN CORPORATION, 2. Port and Airport Research Institute, 3. Mirai Construction CO., LTD., 4. FUKKEN CO., LTD., 5. Toko Geotech Corporation)

[21-11-1-06] Verification of the applicability of the new CPG method to sandy soils mixed with fines - Results of the cylindrical tank experiment -

*Kiyotaka Ono¹, Shinji Sassa², Hiroyuki Hirata³, Naruki Kida⁴, Chikai Kaneko⁵ (1. Toko Geotech Corporation, 2. Port and Airport Research Institute, 3. Mirai Construction　CO., LTD., 4. SANSHIN CORPORATION, 5. ATON Civil Engineering&Technology,Inc.)

[21-11-1-07] Verification of the applicability of the new CPG method to sandy soils mixed with fines - Results of the rectangular tank experiment

*CHIKAI KANEKO¹, Shinji SASSA², Masaki ADACHI³, Kanji TAKENOUCHI⁴, Keita TAKADA⁵ (1. ATON Civil Engineering&Technology,Inc., 2. Port and Airport Research Institute, 3. Mirai Construction Co., Ltd, 4. SANSHIN CORPORATION., 5. FUKKENCO.,LTD.)

[21-11-1-08] Application of static analysis for liquefaction-induced deformation to numerical investigation on super-levees -An attempt to correct shear modulus in liquefied layer-

*Makiko Kobayashi¹, Hiroki Uno¹, Hideki Funahara¹, Tadafumi Fujiwara¹ (1. Taisei Corporation)

Session information