サウンディング・物理探査⑤

Wed. Jul 24, 2024 10:45 AM - 12:15 PM Room 4 (Art Hotel Asahikawa Hamanasu)

座長:小林陵平(基礎地盤コンサルタンツ（株）)

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[24-4-2-01] Developing a Three-Dimensional Slope Model used by Microtremor Array Exploration and Light Weight Cone Penetration Test

*SHUICHI ANDO¹, MAKOTO INOUE¹, MAKOTO NISHIGAKI², CHISATO KONISHI³, MASAO NEMOTO³, AKIRA NISHIMURA⁴ (1. Wesco Inc., 2. IMTERA, 3. OYO Corporation., 4. Okayama soil laboratory)

[24-4-2-02] Effect of the number of field test data on the equation for estimating surface soil thickness using multiple regression analysis

*HIROYA NISHIWAKI¹, Tsuyoshi Takayanagi¹, Aki Suzuki¹, Hiroki Iri¹ (1. Railway Technical Research Institute)

[24-4-2-03] Regarding the usefulness of measuring the amount of
penetration per blow in dynamic cone penetration tests

*NISHIMURA AKIRA¹, NISHIMURA SINICHI², NISHIGAKI MAKOTO³, INOUE MAKOTO⁴ (1. OKAYAMA Groundwater investigation, 2. OKAYAMA University, 3. IMTERA, 4. Wesco Inc.)

[24-4-2-04] A study on the relationship between P-wave SN ratio, water content ratio, dry density, and plastic limit

*HIBIKI KAMOSHITA¹, Sota Murase¹, Hideo Komine¹, Daichi Ito¹ (1. Waseda University)

[24-4-2-05] A study on evaluation of bearing capacity of ground by loading and penetration tests

*YUJI KATAOKA¹, SHIGEO TAMURA¹, TOMOHITO HORI², SATOSHI TAMATE² (1. Toyo Sutabi Co., Ltd, 2. ＪＮＩＯＳＨ)

[24-4-2-06] A consideration on the investigation of bearing capacity for the prevention of crane toppling accidents

*TOMOHITO HORI¹, Satoshi Tamate¹, Yuji Kataoka², Shigeo Tamura² (1. National Institute of Occupational Safety and Health, Japan, 2. Toyo sutabi Co, Ltd.)

[24-4-2-07] Observation of penetration behavior of dynamic cone penetration test in saturated sandy soil

*TSUYOSHI TAKAYANAGI¹, YUTA IIKUBO¹, DAISUKE KUBOZUKA², TSUBASA SAITO², SATOSHI TANAKA² (1. Railway Technical Research Institute, 2. Nittoc Construction)

[24-4-2-08] A study of new calculation method for tip penetration resistance of CPT based on oil pressure when placing plastic board drains into clay layer

*MIKI HAYAHIGUCHI¹, Kohei Tsuji¹, Akihiko Oshima², Shiraga Shinichiro³, Tsukasa Sakakibara³ (1. Osaka Meropolitan University, 2. Urban Resilience Research Center of Osaka Metropolitan University, 3. Kinjo Rubber)

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