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Ground Failure and Stability Evaluation of Seawalls Subjected to High Waves

Port and Airport Research Institute      61-2-1

December, 2022

Soil Stabilization Group
Hidenori TAKAHAS

Damage to seawalls caused by high waves still occurs even today, and one of the patterns ofdamage is failure involving ground. It ...

Perspective on Seismic Design of Pile-Supported Wharves for Level-2 Ground Motions

Port and Airport Research Institute      1405

September, 2022

Foundations Group
Ryunosuke TAWATARI , Takaaki MIZUTANI , Atsushi NOZU , Eiji KOHAMA , Yousuke OHYA , Akihiko KONDO , Ema KATO , Yuichiro KAWABATA , Yutaka TANAKA , Masahiro TAKENOBU , Satoshi MATSUMURA , Naohiro HAMAMOTO , Kohei INADA

We held a seminar in 2021 for the purpose of identifying and sharing current issues on seismic design for pile-supported wharves d...

Study on volume reduction method for dredged soil by electro-osmosis -An investigation into applicability of electro-osmosis in clays-

Port and Airport Research Institute      1404

June, 2022

Soil Mechanics and Geo-Environment Group
Yuri SUGIYAMA, Daiki TAKANO, Yoshiyuki MORIKAWA

A large amount of soil is dredged every year due to dredging for the purposes of maintaining sea routes and harbors and deep

Study of applicability of surface coating material in port concrete structures

Port and Airport Research Institute      1403

June, 2022

Materials Group
Toru YAMAJI, Masashi YAMAMOTO

Port concrete structures may suffer chloride attack (rebar corrosion) due to chloride ions supplied from seawater. In the case of ...

Development of Assembled Precast Pier with Crimped Construction by Prestressing -Quick and Labor-saving Construction Method with Factory-produced Precast Concrete Members-

Port and Airport Research Institute      61-1-2

June, 2022

Structural Mechanics Group
Yutaka TANAKA・Katsuya IKENO・Arata ISHIZUKA・Tomohiro TANAKA・Shunsuke KANAEDA Yuuki KURIHARA・Yoshiaki MAE・Kimihiko AMAYA・Sumire NAKAMURA・Yuichiro KAWABATA Ema KATO・Mitsuyasu IWANAMI

In order to increase the construction productivity, it is required to utilize precast concrete members at construction sites. In t...

Data Assimilation Experiment by Regional Coastal Data Assimilation Method for Ise Bay Simulator throughout the Year: Perturbation of Boundary Conditions to Create Appropriate Ensembles in Coastal Estuary Modeling

Port and Airport Research Institute      61-1-1

June, 2022

Marine Pollution Management Group
Yoshitaka MATSUZAKI Tetsunori INOUE

This paper is a Japanese translation of the article “Perturbation of Boundary Conditions to Create Appropriate Ensembles for Regio...

Investigation for Durability of Corrosion Prevention by Petrolatum Lining

Port and Airport Research Institute      1402

March, 2022

Materials Group
Takahiro NISHIDA,Toru YAMAJI,Nagate HASHIMOTO,Yoshiyuki KAWASE,Shinsuke SHIZURU,Takuya ICHINOSE,Atsumi IMAI,Atsushi KOBAYASHI,Michio YOSHIDA

In this paper, the degradation mechanism of petrolatum-coated anticorrosion system and the effective evaluation method of petrolat...

A Composite Source Model Capable of Generating Fling Steps

Port and Airport Research Institute      1401

March, 2022

Engineering Seismology Group
Atsushi NOZU,Shuanglan WU,Yosuke NAGASAKA

During large crustal earthquakes, strong ground motions with a significant amount of residual displacement are observed if the rup...

Guideline for Maintenance and Management of PC Wharf Superstructure for Port Engineers

Port and Airport Research Institute      1400

March, 2022

Structural Mechanics Group
KATO Ema, TANAKA Yutaka,KAWABATA Yuichiro,OGASAWARA Tetsuya,WATASE Hiroshi, ISHI Tsuyoshi, KAWABE Shusaku, MIYAZAWA Akira,NAKAYAMA Yoshinao, NAKAJIMA Michio, TATEGAMI Hisao, YONEKURA Nobuyuki,AMEMIYA Yoshiko, SUZUKA Yoshikazu, FUJIMURA Tatsuyuki

From the 1960s to the present, more than 400 open-type wharves with prestressed concrete superstructure were constructed in Japan....

Fundamental Study on the calculation of CO2 emissions from construction of port structures -Investigation on the pre-estimation method and trial calculation of CO2 emissions from construction of port structures-

Port and Airport Research Institute      1399

March, 2022

Technologies for Structures Group
Sumire NAKAMURA,Yuichiro,KAWABATA,Daisuke TATSUMI

As the world moves toward carbon neutrality, efforts are underway to achieve Carbon Neutral Port (CNP) in the Japanese port sector...

Annual Report on Nationwide Ocean Wave Information Network for Ports and Harbours (NOWPHAS 2020)

Port and Airport Research Institute      1398

March, 2022

Marine Information Group
Koji KAWAGUCHI,Kanichiro,YOSHIDA,Hitoshi TAMURA

Since 1970, the Ports and Harbours Bureau, Ministry of Land, Infrastructure, Transport and Tourism and its asso-ciated organizatio...

Experiments on Resistance of Various Wood Materials against Marine Borers and Weathering

Port and Airport Research Institute      1397

March, 2022

Coastal and Estuarine Environment Group
Masao YAMADA

Wood is a material formed from water and carbon dioxide by solar energy, and its use is expected to expand in the transition to a ...

Proposal and Performance Test of Attachment for Realization of Remote Operation of Rubble Mound Leveling Work with Underwater Backhoe

Port and Airport Research Institute      1396

December, 2021

Meta-Robotics Group
Tsukasa KITA,Taketsugu,HIRABAYASHI,Shunsuke TAKAO,Hiroshi KINJO,Naoki OSHIRO,Atsushi UEYAMA

 Leveling work of rubble mound is one of the typical work of port construction. At present, this work is mainly carried out by han...

Statistical Analysis on Parallel Body Lengths and Wind Receiving Areas of Ships

Port and Airport Research Institute      1395

December, 2021


Haruo YONEYAMA,Hiroaki KASHIMA

 The parallel body length and wind receiving areas of a ship are used for calculating the ship berthing energy in fender design an...

Annual Report on Strong-Motion Earthquake Records in Japanese Ports (2019)

Port and Airport Research Institute      1394

December, 2021

Engineering Seismology Group
Yosuke NAGASAKA,Atsushi NOZU

 Since 1962, strong ground motions and earthquake responses of structures have been observed in the major ports in Japan. In 2019,...

Caisson Joint Wave Reduction Method for Suppressing Internal Erosion and Collapse of Seawalls and Quaywalls

Port and Airport Research Institute      1393

December, 2021

Soil Dynamics Group
Shinji SASSA,Osamu ISHIZAKA

 Collapse at the back sides of seawalls and quaywalls has occurred all over the world. This often stems from defects in caisson jo...

Study of maintenance for cathodic protection applied to marine steel structures

Port and Airport Research Institute      1392

December, 2021

Materials Group
Toru YAMAJI,Masayuki HARA,Ken-ichi NOTOYA,Nobumitsu YAMANOBE, Yasuhiro TAKAHASHI,Shigenori KOBAYASHI,Masaharu WATANABE

In the general periodic inspection diagnosis of cathodic protection applied to marine steel structures, we can get quantitative in...

Large-scale Model Test for the Bearing Capacity of Open-ended Straight and Tapered Piles

Port and Airport Research Institute      1391

December, 2021

Foundations Group
Keita NAKAMURA,Yusuke MOTOMIZU,Satoshi MATSUMURA,Takaaki MIZUTANI,Eiji OSHITA,Satoshi SHINGAI,Yasutaka SAKAMOTO,Naoaki SUEMASA

 It is well known that the bearing capacity of open-ended piles with a constant pile diameter used in port and harbor facilities d...

Analytical Study on the Bearing Capacity of Open-ended Straight and Tapered Piles Using MPM

Port and Airport Research Institute      60-3-2

December, 2021

Foundations Group
Keita NAKAMURA,Satoshi MATSUMURA,Takaaki MIZUTANI

It is well known that the bearing capacity of open-ended pipe piles used in port and harbor facilities depends on the so-called “s...

Numerical Analysis on Structural Performance of Deteriorated Open-Type Wharf with Prestressed Concrete Superstructure

Port and Airport Research Institute      60-3-1

December, 2021

Structural Mechanics Group
Yutaka TANAKA,Yuichiro KAWABATA, Ema KATO,Yoshikazu SUZUKA,Shusaku KAWABE,Michio NAKAJIMA,Tsuyoshi ISHI,Hisao TATEGAMI,Tetsuya OGASAWARA

An open-type wharf with the prestressed concrete superstructure, PC wharf, consists of pretensioned hollow girders joined atop a c...