技術報告(調査・設計・施工)

Tue. Jul 21, 2020 9:00 AM - 10:30 AM Room No. 5

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[21-5-1-01] Statistics of the average load of the collapsed soil which acts on the retaining wall.

*Yoichi HASEGAWA¹, Sakuya INOUE¹, Akito KANAZAWA², Hiroaki NAKAYA² (1. Japan Conservation Engineers & Co.,Ltd, 2. National Institute for Land and Infrastructure Management (NILIM))

[21-5-1-02] Analytical Study on Simple Impact Assessment of Excavation Work on Existing Tunnel

*Tomohiro Katayama¹, Motoi Iwanami¹, Tetsuji Yamaguchi² (1. Waseda University, 2. Kumagaigumi.Co)

[21-5-1-03] The model experiment simulating the swelling phenomenon by the high replacement rate Sand Compaction Pile method

*Kenta Mizuno¹ (1. Wakachiku Construction Co., Ltd.)

[21-5-1-04] One-dimensional injection characteristic of sandy soil and
its Permeability of polymer.

*Yuuki Nakamura¹, Hirokazu Akagi¹ (1. Waseda University)

[21-5-1-05] Improvement of construction efficiency in embankment on the soft ground

*Seiji Kai¹, Yoichi Okamoto², Keisuke Ishii², Hiroaki Ikeuchi² (1. Diaconsultants.Co.Ltd, 2. Fukuchiyama Office of River and National Highway,MLIT)

[21-5-1-06] Devising Embankment Based on Mudstone Evaluation Affected by Dry and Wet.

*Yoshiro Miura¹, Kenji Kudo² (1. Ohmoto Gumi Co.Ltd., 2. Sekisui House Co.Ltd.)

[21-5-1-07] numerical study on setting ground region of seismic response analysis from aseismatic design for great deep vertical shafts embedded in stratums

*Takahiro Ishii¹, Motoi Iwanami¹, Tetsuji Yamaguchi² (1. Waseda University, 2. Kumagaigumi Corporation)

Session information

技術報告(調査・設計・施工)

[21-5-1-01] Statistics of the average load of the collapsed soil which acts on the retaining wall.

[21-5-1-02] Analytical Study on Simple Impact Assessment of Excavation Work on Existing Tunnel

[21-5-1-03] The model experiment simulating the swelling phenomenon by the high replacement rate Sand Compaction Pile method

[21-5-1-04] One-dimensional injection characteristic of sandy soil and
its Permeability of polymer.

[21-5-1-05] Improvement of construction efficiency in embankment on the soft ground

[21-5-1-06] Devising Embankment Based on Mudstone Evaluation Affected by Dry and Wet.

[21-5-1-07] numerical study on setting ground region of seismic response analysis from aseismatic design for great deep vertical shafts embedded in stratums

Authentication

Session information

技術報告(調査・設計・施工)

[21-5-1-01] Statistics of the average load of the collapsed soil which acts on the retaining wall.

[21-5-1-02] Analytical Study on Simple Impact Assessment of Excavation Work on Existing Tunnel

[21-5-1-03] The model experiment simulating the swelling phenomenon by the high replacement rate Sand Compaction Pile method

[21-5-1-04] One-dimensional injection characteristic of sandy soil andits Permeability of polymer.

[21-5-1-05] Improvement of construction efficiency in embankment on the soft ground

[21-5-1-06] Devising Embankment Based on Mudstone Evaluation Affected by Dry and Wet.

[21-5-1-07] numerical study on setting ground region of seismic response analysis from aseismatic design for great deep vertical shafts embedded in stratums

Authentication

[21-5-1-04] One-dimensional injection characteristic of sandy soil and
its Permeability of polymer.