改良土・軽量土（締固め・配合）

Fri. Jul 22, 2022 10:45 AM - 12:15 PM 第3会場 (小会議室306・307（3階）)

座長：荒牧憲隆（香川高等専門学校）

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[22-3-2-01] Properties of compaction curve of crushed solidified soil

*Atsuko Sato¹, Hirochika Hayashi¹, Gen Chujo² (1. Civil Engineering Research Insititute for Cold Region, 2. Hokkaido Regional Development Bureau, Ministry of Land, Infrastructure, Transport and Tourism)

[22-3-2-02] Indoor mixing test for backfill material after removinng
existing piles.(Part1) Consideration of test results.

*HASHIDA HIROYUKI¹, HAMAGUCHI SHINICHI¹, FUNADA KAZUHIKO³, HOTTA HIKARU³, MORI TOSHIHIRO², ENDO MASAMI² (1. YOKOHAMA WRIGHT industries co.,Ltd, 2. Kumagai Gumi Co.,Ltd, 3. MAETA CONCRETE INDUSTRY LTD)

[22-3-2-03] Indoor mixing test for backfill material after removing existing piles. (Part 2) Consideration of test results.

*KAZUHIKO FUNADA¹, Hikaru Hotta¹, Toshihiro Mori², Hiroyuki Hashida³, Shiniti Hamaguti³, Masami Endou² (1. Maeta Concrete Industry Co.,Ltd., 2. Kumagai Gumi Co.,Ltd., 3. Yokohama Wright Industries Co.,Ltd.)

[22-3-2-04] Possibility of “Earth Silica” Mixed with Surfactant-Type Liquid Thickener on a Backfilling Material in Pile Extraction Holes

*EISUKE Aizawa AIZAWA¹, RYO HASHIMOTO¹, MASAHIRO OKABAYASHI¹, YOJI HONNTANI², MASANORI SEKI², ATSUYA YOSHIMOTO³, SHUICHI KUWAHARA⁴, SHINYA INAZUMI⁵ (1. Doboku Chishitsu Co., Ltd., 2. Sanshin Corporation, 3. Amangu. Co., Ltd., 4. Marushin Co. Ltd., 5. Shibaura Institute of Technology)

[22-3-2-05] Compaction tests on cement-mixed sand with light weightparticles (EPS)

*UCHIMURA TARO¹, Kazuki Ichimura¹ (1. Saitama University)

[22-3-2-06] Mechanical characteristic of crushed-compacted state of cement-fine shredded paper-treated clay

*Yasuichiro Asai¹, Yasuo Sawamura¹, Yuusuke Miyazaki¹, Makoto Kimura¹ (1. Kyoto University)

[22-3-2-07] Compaction characteristic of cement-mixed soil mixed with lightweight granules (EPS)

*KAZUKI ICHIMURA¹ (1. Saitama university)

Session information

改良土・軽量土（締固め・配合）

[22-3-2-01] Properties of compaction curve of crushed solidified soil

[22-3-2-02] Indoor mixing test for backfill material after removinng
existing piles.(Part1) Consideration of test results.

[22-3-2-03] Indoor mixing test for backfill material after removing existing piles. (Part 2) Consideration of test results.

[22-3-2-04] Possibility of “Earth Silica” Mixed with Surfactant-Type Liquid Thickener on a Backfilling Material in Pile Extraction Holes

[22-3-2-05] Compaction tests on cement-mixed sand with light weightparticles (EPS)

[22-3-2-06] Mechanical characteristic of crushed-compacted state of cement-fine shredded paper-treated clay

[22-3-2-07] Compaction characteristic of cement-mixed soil mixed with lightweight granules (EPS)

Authentication

Session information

改良土・軽量土（締固め・配合）

[22-3-2-01] Properties of compaction curve of crushed solidified soil

[22-3-2-02] Indoor mixing test for backfill material after removinng existing piles.(Part1) Consideration of test results.

[22-3-2-03] Indoor mixing test for backfill material after removing existing piles. (Part 2) Consideration of test results.

[22-3-2-04] Possibility of “Earth Silica” Mixed with Surfactant-Type Liquid Thickener on a Backfilling Material in Pile Extraction Holes

[22-3-2-05] Compaction tests on cement-mixed sand with light weightparticles (EPS)

[22-3-2-06] Mechanical characteristic of crushed-compacted state of cement-fine shredded paper-treated clay

[22-3-2-07] Compaction characteristic of cement-mixed soil mixed with lightweight granules (EPS)

Authentication

[22-3-2-02] Indoor mixing test for backfill material after removinng
existing piles.(Part1) Consideration of test results.