Application of Manifold Method (MM) to the stability problems for cut slopes along the national roads

Tomofumi Koyama Department of Urban Management, Graduate School of Engineering, Kyoto University, Kyoto, JapanCorrespondence[email protected]

Yuzo Ohnishi Executive, vice president, Kyoto University, Kyoto, Japan

Shigeru Miki Kiso-Jiban Consultants Co., Ltd, Tokyo, Japan

Takumi Nakai Earthtech Toyo, Co, Ltd, Kyoto, Japan

Yoshifumi Maruki Earthtech Toyo, Co, Ltd, Kyoto, Japan

Kazuya Yagi Hanshin Kokudo, Kinki Regional Development Bureau, Ministry of Land, Infrastructure and Transport, Japan

Tadashi Kobayashi Hanshin Kokudo, Kinki Regional Development Bureau, Ministry of Land, Infrastructure and Transport, Japan

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R. Hashimoto, T. Koyama, M. Kikumoto, S. Yamada, M. Araya, Y. Iwasaki & Y. Ohnishi. (2013) Application of coupled elasto-plastic NMM–DDA procedure for the stability analysis of Prasat Suor Prat N1 Tower, Angkor, Cambodia. Geosystem Engineering 16:1, pages 62-74.
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Articles from other publishers (2)

Mounir Belghali, Zied Saada, Denis Garnier & Samir Maghous. (2017) Pseudo-static stability analysis of rock slopes reinforced by passive bolts using the generalized Hoek–Brown criterion. Journal of Rock Mechanics and Geotechnical Engineering 9:4, pages 659-670.
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Gaoyang Liu, Xiaoying Zhuang & Zhouquan Cui. (2017) Three-dimensional slope stability analysis using independent cover based numerical manifold and vector method. Engineering Geology 225, pages 83-95.
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Application of Manifold Method (MM) to the stability problems for cut slopes along the national roads

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Application of Manifold Method (MM) to the stability problems for cut slopes along the national roads

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