Romo M | Research Professor And Head Geotechnical Department Institute Of Engineering Unam Mexico City Mexico
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概要
- Romo Miguel P.の詳細を見る
- 同名の論文著者
- Research Professor And Head Geotechnical Department Institute Of Engineering Unam Mexico City Mexicoの論文著者
関連著者
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Romo Miguel
Research Professor And Head Geotechnical Department Institute Of Engineering Unam Mexico City Mexico
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Romo M
Research Professor And Head Geotechnical Department Institute Of Engineering Unam Mexico City Mexico
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Romo Miguel
Professor Instituto De Ingenieria Universidad Nacional Autonoma De Mexico (unam) Ciudad Universitari
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Mendoza Manuel
Research Professor Geotechnical Department Institute Of Engineering Unam Apdo. Postal 70-472 04510 M
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OROZCO MARCOS
Graduate Student, ditto.
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DOMINGUEZ LEOBARDO
Graduate Student, ditto.
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Orozco Marcos
Graduate Student Ditto.
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Dominguez Leobardo
Graduate Student Ditto.
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Rojas E
Univ. Aut´onoma De Quer´etaro Qro. Mex
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ROJAS EDUARDO
Professor, Universidad Autonoma de Queretaro, Ciudad Universitaria, Queretaro, Mexico (formerly at I
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VALLE CELESTINO
Research Engineer, Instituto Mexicano del Petroleo, Eje Central Lazaro Cardenas #152, Mexico, D. F.
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Romo Miguel
Research Professor And Head Ditto.
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Valle Celestino
Research Engineer Instituto Mexicano Del Petroleo Eje Central Lazaro Cardenas #152 Mexico D. F. (for
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Rojasu E.
Professor, Universidad Autonoma de Queretaro, Ciudad Universitaria, Queretaro, Mexico (formerly at Instituto de Ingenieria, UNAM).
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Valle C.
Research Engineer, Instituto Mexicano del Petroleo, Eje Central Lazaro Cardenas #152, Mexico, D. F. (formerly at Instituto de Ingenieria, UNAM).
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Romo M.P.
Professor, Instituto de Ingenieria, Universidad Nacional Autonoma de Mexico (UNAM), Ciudad Universitaria, Mexico, D. F. Manuscript was received for review on December 8, 1997. Written discussions on this paper should be submitted before March 1, 2000 to t
著作論文
- メキシコシティ粘土に設置された摩擦杭からなる杭 : ボックス系基礎の静的および地震時挙動(『地盤工学会論文報告集』Vol.40,No.4 (2000年8月発行)掲載論文の概要)
- STATIC AND SEISMIC BEHAVIOR OF A FRICTION PILE-BOX FOUNDATION IN MEXICO CITY CLAY
- SOIL-PILE INTERFACE MODEL FOR AXIALLY LOADED SINGLE PILES