Versatility Evaluation of Landslide Risk with Window Sizes and Sampling Techniques Based on Deep Learning by Fudong Ren, Koichi Isobe

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Bearing Capacity of a Shallow Foundation above the Soil with a Cavity Based on Rigid Plastic Finite Element Method by Eric Keba Lukueta, Koichi Isobe

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End bearing capacity of a single incompletely end-supported pile based on the rigid plastic finite element method with non-linear strength property against confining stress by Hamidou Hamadoum Tamboura, Koichi Isobe, Satoru Ohtsuka

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Bearing capacity evaluation of small-diameter spiral piles in soft ground subjected to combined loads by Hamidou Hamadoum Tamboura, Ryo Yamauchi, Koichi Isobe

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Reconnaissance report on geotechnical damage caused by 2018 Hokkaido Eastern Iburi earthquake with JMA seismic intensity 7 by Tatsuya Ishikawa, Masayuki Yoshimi, Koichi Isobe, Shoji Yokohama

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Modified ultimate bearing capacity formula of strip footing on sandy soils considering strength non-linearity depending on stress level by Tahir Iqbal, Satoru Ohtsuka, Koichi Isobe, Yutaka Fukumoto, Kazuhiro Kaneda

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Seismic performance of bridge pier integrated by multiple steel pipes with directly-connected piles using soil-water coupled three-dimensional elasto-plastic finite element analysi... by Muhammad Mahmood Ul Hassan, Koichi Isobe, Yasumasa Soga, Yasuo Sawamura, Hiroki Sugiyama, Masatsugu Shinohara

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