田中 洋行 | Geotechnical and Structural Department, Port and Airport Research Institute
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概要
関連著者
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田中 洋行
Geotechnical and Structural Department, Port and Airport Research Institute
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田中 洋行
Hokkaido University
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田中 政典
独立行政法人港湾空港技術研究所
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Tanaka Hiroyuki
Geotechnical Survey Laboratory Port And Harbour Research Institute Ministry Of Transport
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田中 洋行
独立行政法人湾岸空港技術研究所
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田中 政典
Geotechnical Engineering Division, Port and Harbour Research Institute, 3-1-1 Nagase, Yokosuka 239-0
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田中 政典
港湾空港技術研究所
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土田 孝
Soil Mechanics and Geo-environment Division, Port and Airport Research Institute
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渡部 要一
(独)港湾空港技術研究所地盤・構造部
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Tsuchida Takashi
Soil Mechanics And Geo-environment Division Port And Airport Research Institute
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田中 雅典
Port And Airport Research Institute
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田中 洋行
独立行政法人港湾空港技術研究所
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田中 洋行
北海道大学
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渡部 要一
Soil Mechanics and Geoenvironment Laboratory, Port and Airport Research Institute
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田中 政典
Soil Mechanics and Geo-environment Division, Port and Airport Research Institute
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三島 理
国土交通省中国地方整備局
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R.SHIWAKOTI DINESH
Geotechnical Engineering Division, Port and Harbour Research Institute, 3-1-1 Nagase, Yokosuka 239-0
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三島 理
Geotechnical Engineering Division, Port and Harbour Research Institute, 3-1-1 Nagase, Yokosuka 239-0
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渡部 要一
Geotechnical Engineering Division, Port and Harbour Research Institute, 3-1-1 Nagase, Yokosuka 239-0
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SHIWAKOTI DINESH
Geotechnical Investigation Laboratory, Port and Harbour Research Institute
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R.shiwakoti Dinesh
Geotechnical Engineering Division Port And Harbour Research Institute 3-1-1 Nagase Yokosuka 239-0826
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Shiwakoti Dinesh
Geotechnical Investigation Laboratory Port And Harbour Research Institute
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Sharma Pankaj
Central Soil & Materials Research Station Ministry Of Water Resources
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土田 孝一
Department Of Social And Environmental Engineering Graduate School Of Engineering Hiroshima Universi
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Tanaka Hiroyuki
Soil Investigation Laboratory Port And Harbour Research Institute (phri)
著作論文
- K_0-CONSOLIDATION IN A TRIAXIAL CELL AND EVALUATION OF IN-SITU K_0 FOR MARINE CLAYS WITH VARIOUS CHARACTERISTICS
- COMPARISON OF MECHANICAL BEHAVIOR OF TWO OVERCONSOLIDATED CLAYS : YAMASHITA AND LOUISEVILLE CLAYS
- CHARACTERISTICS OF SOILS WITH LOW PLASTICITY : INTERMEDIATE SOIL FROM ISHINOMAKI, JAPAN AND LEAN CLAY FROM DRAMMEN, NORWAY
- COMPARATIVE STUDY ON SAMPLE QUALITY USING SEVERAL TYPES OF SAMPLERS
- BEHAVIOR OF BRACED EXCAVATIONS STABILIZED BY DEEP MIXING METHOD
- VANE SHEAR STRENGTH OF A JAPANESE MARINE CLAY AND APPLICABILITY OF BJERRUM'S CORRECTION FACTOR
- BEHAVIOR OF A BRACED EXCAVATION IN SOFT CLAY AND THE UNDRAINED SHEAR STRENGTH FOR PASSIVE EARTH PRESSURE
- BEHAVIOR OF BRACED EXCAVATIONS STABILIZED BY DEEP MIXING METHOD