Books

1.	R. Narayan Swamy, 谷川　伸, 濵田 秀則, Jaw Chang Laiw, Takeshi Oshiro,Surface Coating for Sustainable Protection and Rehabilitation of Concrete Structures,Ko-bunsya, Japan,2012.12.
2.	Corrosion Prevention of Marine Steel Structure.
3.	Handbook on Concrete Engineering.
4.	Standard Specification for Concrete Structures -2007, Maintenance.
5.	Standard　Specifications for Concrete Structures-2007, Materials and Construction.

Reports

1.	Wonderful Concrete.
2.	Hidenori Hamada,Basic Details about Corrosion and Corrosion Protection,No.36, p.18,Steel Construction Today & Tomorrow, A Joint Publication of The Japan Iron and Steel Federation and Japanese Society of Steel Construction,2012.08.
3.	Upgrading Technologies for Concrete Structures Focusing on Surface Protection and their Prospects IV: Test Method and Their Prospects of Surface Protection for Concrete Structures.
4.	Introduction of Research Comittee about Creation of Environmental Harmonization Type Concrete Material Science .
5.	Upgrading Technologies for Concrete Structures Focusing on Surface Protection and their Prospects III: Examples of Application to Actual Structures.
6.	Some Studies on the Applicability of Recycled Concrete to Marine Environments in Port and Airport Research Institute .
7.	Wonderful Concrete.
8.	Hidenori Hamada, Toru Yamaji, Yoshikazu Akira,Steel Sheet and Pipe Piles for Port Steel Structures -Corrosion Protection Technology : Today and Tomorrow-,No.33, p.1-p.5,Steel Construction Today & Tomorrow, A Joint Publication of The Japan Iron and Steel Federation and Japanese Society of Steel Construction,2011.07.
9.	Corrosion of Steel Bars in Concrete -Facts from the Long-Term Exposure Tests- .
10.	Healing of Voids, Cracks and Joints in Concrete Exposed under Marine Environments.
11.	[URL].
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13.	Properties of Concrete after 30 years' Exposure under Marine Submerged Condition -Research Results Obtained from Long-term Exposure Test-.
14.	Y. MIYATA, H. NAKANO, M. ABE, H. AKUTAGAWA and H. HAMADA,Effectiveness of Polyyethlene Coating for Steel Pipe Piles,Vol.45, No.12, December 2006,MATERIALS PERFORMANCE,2006.12.
15.	Cathodic Protection and Electric Coating Technology under Severe Marine Wave Cindition.
16.	Maintenance Program for Repair and Surface Protection of Concrete Structures.
17.	Current Status of ASR and Mechanism of RC-bar Cut-off.

Papers

1.	Examination on The Durability Enhancement of Concrete Surface Layer Using A Form with Film .
2.	An Experimental Study on Relationship Between Chloride Content in Mortar and Passivity Condition of Embedded Steel Bar.
3.	An Experimental Study on the Effect of Cross-sectional Repair Method and Re-degradation Prevention of Concrete Members Including Inherent Salt .
4.	Rita Irmawaty, 山本大介、濵田秀則、佐川康貴,Performances of PC Sheet Pile after 12years Exposure in the Marine Tidal Environments,コンクリート工学年次論文集，Vol.34，No.1，2012,Vol.34巻,No.1号,pp.706-711,2012.07.
5.	A Prposal of Diagnostic Procedure for Deteriorated Concrete Sewwage Pipes.
6.	Yoshikazu Akira, Toru Yamaji, Hidenori Hamada, Tsutomu Fukute, Masanori Ito, Kenji Hayakawa,Penetration Property of Chloride Ion into Recycled Concrete,Proceedings of the 2nd UAP/SEL Seminar on Recycling of Demolished Concrete ,25-37,2011.12.
7.	Toru Yamaji, Yoshikazu Akira, Tsutomu Fukute, Hidenori Hamada, Masanori Ito, Kenji Hayakawa,Studies on Applicability of Recycled Aggregate Concrete to Marine Environments in Port and Airport Research Institute,Proceedings of the 2nd UAP/SEL Seminar on Recycling of Demolished Concrete,11-24,2011.12.
8.	Hidenori Hamada, Yasutaka Sagawa, Daisuke Yamamoto,Some Studies on Performance Enhancement of Recycled Aggregate Concrete --2009-2011 in Japan --,Proceeedings of the 2nd UAP/SEL Seminar on Recycling of Demolished Concrete,1-10,2011.12.
9.	Experimental Study on field Method to Evaluate the Applying condition of Silicate Type Impregnants for Improving Quality of Concrete Surface.
10.	Surface Improvement Effect of Silicate Type Impregnants on Permeability of Concrete.
11.	An Experimental Study on Variation of Measured Values of Compressive Strength Obtained by Small Size Core Specimens .
12.	Properties of Concrete using Ground granulated Blast-Furnace Slag after 20years Exposure under Marine Condition .
13.	Rita Irmawaty, Hidenori HAMADA, Yasutaka SAGAWA、Sho Yamatoki,A DISCUSSION ON DURABILITY OF HIGH STRENGTH CONCRETE (HSC) IN VIEW POINT OF MICRO PORE STRUCTURE,Proceedings of The 3rd International Conference of European Asian Civil Engineering Forum, Yogyakarta, 20-22 September 2011 ,S-49 - S-54,2011.09.
14.	Hidenori Hamada, Yasutaka sagawa, Toru Yamaji,Anti-Corrosion Technologies on Bridges Affected by Marine Environment,Proceedings of the 2011 International Forum on Bridge Engineering, Taipei, Taiwan, September 8-9, 2011 ,pp.81-102,2011.09.
15.	Experimental study on shrinkage properties of concrete used with ground granulated blast-furnace slag 6000.
16.	A Study on Method of Diagnosing Deterioration for Concrete Sewage Pipe.
17.	Daisuke Yamamoto, Hiromichi Matsushita, Isamu Sekino, and Hidenori Hamada,Detailed Investigation of 38 Year Old Concrete Sewerage Pipes Deteriorated by Sulphuric Acid Attack.,Advances in Concrete Structural Durability (Proceedings of the 2nd International Conference on Durability of Concrete Structures ICDCS2010),pp.557-565,2010.11.
18.	Takanori Ikeda, Yuichiro kawabata, Hidenori Hamada, and Kazuo Yamada,Mitigating effect of Fly Ash on the ASR-related Exposure of Mortar Using Reactive Aggregate at the Pessimum Proportion. ,Advance in Concrete Structural Durability (Proceedings of the 2nd International Conference on Durability of Concrete Structures ICDCS2010),pp.473-481,2010.11.
19.	Mingdi Gao, Hidenori Hamada, Yasutaka Sagawa, and Takanori Ikeda,Evaluation on Chloride Diffussion Coefficient of Blast - Furnace Slag Cement Concrete.,Advances in Concrete Structural Durability (Proceedings of the 2nd International Conference on Durability of Concrete Structures ICDCS2010),pp.243-248,2010.11.
20.	Toru Yamaji, Yoshikazu Akira, and Hidenori Hamada,Effect of Exposure Environment and Period on Chloride Diffusion in Concrete with Inhibitor.,Advances in Concrete Structural Durability. (Proceedings of the 2nd International Conference on Durability of Concrete Structures ICDCS2010) ,pp.311-319,2010.11.
21.	Detailed Investigation of 38 years' old Concrete Sewage Pipes Deteriorated by Sulfar .
22.	Research on Application of By-products Concrete to Marine Concrete Structures.
23.	Hidenori Hamada, Yasutaka sagawa, Takanori Ikeda, Ryota Morikawa,Sevaral factors affecting the anodic polarization curve of steel bars embedded in mortar,Proceedings of the 6th International Conference on Concrete under Severe Conditions (CONSEC'10) ,Vol.Vol.1,pp.201-208,2010.06.
24.	Study on the Corrosion Resistant Property of Stainless Steel Bars under Marine Environment.
25.	Hidenori Hamada, Shin Tanikawa, R. N. Swamy,The Role of Polymer Surface Coating in Sustainable Structural Rehabilitation of ASR affected RC Beams ,Proceedings of 13th International Congress on Polymer in Concrete ,pp.533-541,2010.02.
26.	Experimental Study on Relationship Between Void Under Reinforcement And Its Corrosion .
27.	Study on A Deterioration and Deterioration Indicator of Concrete under Marine Environments.
28.	Fundamental Study on Mechanical Performance of Rigid Joint PCaPC Member to Cast-in-place Bottom Slab .
29.	A Study on Steel Corrosion of Repaired RC Bridge under Chloride Attack Environment.
30.	Estimatin　Method of Sulfuric Deterioration Depth of Concrete by Using Ultrasonic Pulse Method.
31.	Expansion Behaviour of Fly Ash Mixed Concrete Due to ASR.
32.	Chloride Diffusivity of Concrete under Different Marine Environments and Exposure Duration.
33.	Study on The Verification of Steel Corrosion in Port Reinforced Concrete Structures Based on Site Survey and Long Term ExposureTest.
34.	Discussion on Ideal Way of Infrastructure Development Based on Asset Evaluation --A Case Study of the Bridges in Fukuoka City-- Proceedings of The 51st Japan Congress on Materials Research.
35.	Petrological Study on Evaluation of ASR-Expansion of Andesite Aggregates.
36.	Fundamental Study on Marine Durability of Sulfur Concrete Mixed with By-product Aggregates..
37.	Funddamental Property of Steel-slag Concrete Used for Airport Pavement .
38.	Yoshikazu Akira, Hidenori Hamada, Toru Yamaji, Nguyen Nam Thang,Experimental Study on Durability of Port RC Structure in Southeast Asian Countries in Marine Environment,Proceedings of 2nd Asian Concrete Federation Conference,pp.DCS-30-DCS-39,2006.11.
39.	Ryosuke Takahashi, Hidenori Hamada,Mechanical Property of Steel-making Slag Concrete with Japanese Specified Strength of An Airport Concrete Pavement,Proceedings of 2nd Asian Concrete Federation Conference,pp.CMT-16 - CMT 23,2006.11.
40.	By-products used hardened matrix applicable to marine structures.
41.	Toru YAMAJI and Hidenori HAMADA,Long-term durability of concrete with surface coating materials under marine environment,Proceedings of the International Workshop on Life Cycle Management of Coastal Concrete Structures, Nagaoka, Japan, Nov. 2006, Edited by Yokota and Shimomura,pp.209-216,2006.11.
42.	Yoshikazu AKIRA, Toru YAMAJI, Hiroshi YOKOTA, Hidekazu HORII, Hidenori HAMADA and Tarek Uddin MOHAMMED,Influence of the pore of the steel-concrete interface on the corrosion of steel bars due to chloride attack,Proceedings of the International Workshop on Life Cycle Management of Coastal Concrete Structures, Nagaoka, Japan, Nov. 2006, Edited by Yokota and Shimomura,pp.145-150,2006.11.
43.	Tarek Uddin MOHAMMED and Hidenori HAMADA,Corrosion of steel bars in cracked concrete at the early age of exposure,Proceedings of the International Workshop on Life Cycle Management of Coastal Concrete Structures, Nagaoka, Japan, Nov. 2006, Edited by Yokota and Shimomura,pp.115-126,2006.11.
44.	Hidenori HAMADA, Hiroshi YOKOTA, Toru YAMAJI and Tarek Uddin Mohammed,Long-term exposure test of concrete materials under marine environmnts carried out by PARI,Proceedings of the International Workshop on Life Cycle Management of Coastal Concrete Structures, Nagaoka, Japan, Nov. 2006, Edited by Yokota and Shimomura,pp.31-36,2006.11.
45.	Mitsuyasu IAWANAMI, Toru YAMAJI, Hiroshi YOKOTA and Hidenori HAMADA,Effect of surface-attaching marine organisms on deterioration of concrete structures,Proceedings of the International Workshop on Life Cycle Management of Coastal Concrete Structures, Nagaoka, Japan, Nov. 2006, Edited by Yokota and Shimomura,pp.23-30,2006.11.
46.	Tarek Uddin Mohammed and Hidenori Hamada,Corrosion of Horizontal Bars in Concrete and Method to Delay Early Corrosion,ACI Materials Journal, A Journal of The American Concrete Institute,Vol.103, No.5,pp.303-311,2006.09 [URL].
47.	Results of Apparent Diffusion Coefficientof Chloride Ion in Port Reinforced Structures and Study on its Simple Estimation Method.
48.	Tarek Uddin Mohammed and Hidenori Hamada,Corrosion of Steel Bars in Concrete with VArious Steel Surface Conditions,ACI MAterials Journal,Vol. 103, No.4, pp.233-242,2006.07.
49.	Phisical Characteristics of Steel Slag Made HArdened Matrix with Bending Moment of 5N/mm2..
50.	A Energetic Discussion on The Propagation of Hair Cracks in Concrete under Compressive Stress.
51.	Mechanical Properties of Modified-Sulfur Concrete Mixed with Several Kinds of Aggregates.
52.	Long-term Field Test for Corrosion Protection of Steel Pipe Piles (Interim Report for 20-year Exposure Test).
53.	Cathodic Protection Characteristics of Marine Steel Structure Sheathed with Seawater Resistant Stainless Steel.
54.	Effectiveness of Cement and Aggregate on DEF-Expansion of Cement Mortar..

Presentations

1.	Microscopic Observation of Corrsion Products Obtained from Structures in Different Environments.
2.	Evaluation of Crack Formation Prevention on Tunnel Concrete.
3.	Durability and Corrosion Preventive Effect of Under-water Concrete Exposed under Marine Environment for 21 years..
4.	Pessimum Phenomenon of Mortar with Highly Reactive Aggregate and ASR Prevention by Fly Ash.
5.	Relationship between Alkali Dissolution from Aggregate and ASR Expansion.
6.	Discussion on Chloride Diffusion Coefficient of Blast Furnace Slag Concrete.
7.	A Discussion on the Mechanism of ASR Prevention of Fly-ash Mixed Concrete.
8.	Expansive deterioration of concrete due to delayed ettringite formation.

1.Undergraduate 1st degree: Civil Engineering, Core seminar
2.Undergraduate 3rd degree: Environment and Urban Engineering Experiment No.2
3.Undergraduate 3rd degree: Construction Material Engineering
4.Undergraduate 3rd degree: Reinforced Concrete Structural Engineering
5.Undergraduate 4th degree: Advanced Concrte Engineering
6.Post Graduate 1st degree: Design of Concrete Structures