Papers - Nagai Hiroshi
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Influence of helical wings on pull-out resistance of piles in sand
Hiroshi Nagai, Atsunori Ikeda, Yuta Sato,Geotechnical and Geological Engineering,vol.43,(6),(p.1 ~ 15),Article Number:259,2025.08
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Simplified calculation on horizontal dynamic impedance of piled raft foundation on layered soil
Hiroshi Nagai, Tomoki Takai, Yurina Yasuda,Geotechnical and Geological Engineering,vol.42,(8),(p.7835 ~ 7846),2024.11
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Pile shaft resistance partially overlapping with backfilled soils of various properties
Hiroshi Nagai, Yoshiki Kashitani, Kenta Nakamura,International Journal of GEOMATE,vol.27,(123),(p.92 ~ 99),2024.11
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Effects of variation in soil parameters on resistance factors of bearing capacity of piles
鈴木 比呂子,安 浩輝,鈴木 康嗣,永井 宏,AIJ Jornal of technology and design,vol.30,(76),(p.1223 ~ 1228),2024.10
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Influence of backfilled sand dimensions and location on shaft resistance of piles
Kenta Nakamura, Hiroshi Nagai,International Journal of GEOMATE,vol.Vol. 25,(110),(p.197 ~ 204),2023.10
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DEFORMATION CHARACTERISTICS OF CONCRETE-FILLED DOUBLE STEEL PIPE PILE SUBJECTED TO HORIZONTAL LOAD AND ITS CALCULATION METHOD
永井 宏,池田篤則,Journal of Structural Engineering B,vol.Vol.69B,(p.326 ~ 335),2023.04
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SHAFT RESISTANCE MECHANISM FOR PILES CLOSE TO BACKFILLED SAND AND ITS EVALUATION
Hiroshi Nagai,Kenta Nakamura,International Journal of GEOMATE,vol.Vol. 23,(98),(p.84 ~ 91),2022.10
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SHAFT RESISTANCE OF PILES CLOSE TO BACKFILLED SAND COLUMNS
Hiroshi Nagai,International Journal of GEOMATE,vol.Vol. 21,(84),(p.121 ~ 128),2021.08
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EVALUATION OF DYNAMIC INTERACTION FACTOR OF RECTANGULAR PILED RAFT FOUNDATION FOR HORIZONTAL AND ROTATIONAL MOTION
Hiroshi Nagai,International Journal of GEOMATE,vol.Vol. 20,(77),(p.107 ~ 115),2021.01
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DYNAMIC INTERACTION FACTOR OF PILED RAFT FOUNDATION SUBJECTED TO VERTICAL LOADING
Hiroshi Nagai,International Journal of GEOMATE,vol.Vol.18,(69),(p.168 ~ 175),2020.05
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AXIAL COMPRESSION DEFORMATION OF CONCRETE-FILLED DOUBLE STEEL PIPE PILE AND ITS CALCULATION METHOD
永井宏,池田篤則,佐藤雄太,山口湧也,足立啓輔,Journal of Structural Engineering B,vol.Vol.66B,(p.245 ~ 252),2020.03
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Simplified method of estimating the dynamic impedance of a piled raft foundation subjected to inertial loading due to an earthquake
Hiroshi Nagai,Computers and Geotechnics,vol.Vol.105,(p.69 ~ 78),2019.01
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Influence of installation method on performance of screwed pile and evaluation of pulling resistance
Hiroshi Nagai,Tsutomu Tsuchiya,Masao Shimada,Soils and Foundations,vol.Vol.58,(2),(p.355 ~ 369),2018.04
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STATISTICAL STUDY ON LOAD-SETTLEMENT CHARACTERISTICS TOE OF SCREW PILES
土屋 勉,永井 宏,下奈津実,AIJ Jornal of technology and design,vol.第22,(第52),(p.915 ~ 918),2016.10
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Lateral resistancecharacteristics of screwed pile with soil improvement raround pile head
永井 宏,土屋 勉,池田篤則,佐藤雄太,島田正夫,Japanese Geotechnical Journal,vol.Vol.11,(No.2),(p.127 ~ 137),2016.06
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AN ANALYTICAL STUDY ON FOUNDATION INPUT MOTION OF NEW PILE FOUNDATION WITH OLD PILES LEFT UNDERGROUND
永井 宏,土屋 勉,葛西 勇紀,Journal of Structural Engineering,vol.Vol.62B,(p.395 ~ 404),2016.03
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Model tests of pulling resistance of helical screw piles - The effect of embedment of a helical screw pile into a bearing layer -
中沢楓太,土屋 勉,永井 宏,島田正夫,岡 聖也,Journal of Structural and construction Engineering,vol.第80,(第714),(p.1279 ~ 1286),2015.08
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SEISMIC RESPONSE ANALYSIS OF PILED RAFT FOUNDATION CONSIDERING STRUCTURE-FOUNDATION-SOIL INTERACTION Part 2 Influence of natural period of super-structure and subsurface structure
永井 宏,土屋 勉,阿部一茂,Journal of Structural Engineering,vol.Vol.61B,(p.481 ~ 488),2015.03
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AN EQUIBALENT PIER METHOD FOR VERTICAL STIFFNESS OF PILE GROUPS
土屋 勉,永井 宏,北原進之介,AIJ Jornal of technology and design,vol.第20,(第46),(p.929 ~ 932),2014.10
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A SIMPLE APPROACH FOR ESTIMATING STIFFNESS AND PILE HEAD LOAD OF PILED RAFT SUBJECTED TO VERTICAL AND HORIZONTAL LOAD
土屋 勉,永井 宏,兼平哲郎,北原進之介,Journal of Structural Engineering,vol.Vol.60B,(p.107 ~ 114),2014.03