SHIMIZU Hideyoshi

J-GLOBAL         Last updated: Jul 2, 2019 at 02:42
SHIMIZU Hideyoshi
Gifu University
Faculty of Applied Biological Sciences

Academic & Professional Experience

Gifu University Faculty of Applied Biological Sciences
Faculty of Agriculture, Gifu University,
Faculty of Agriculture, Gifu University,


Graduate School, Division of Agriculture, Kyoto University
Faculty of Agriculture, Kyoto University


Shin ichi Nishimura, Hideyoshi Shimizu
Structural Safety   30 200-216   May 2008
The main purpose of this research is to develop a calculation method to assess the probability of liquefaction and a reliability-based design method to mitigate the liquefaction in sandy grounds. The probability of liquefaction is evaluated with t...
S. Nishimura, H. Shimizu
Geotechnical Special Publication   1271-1282   Apr 2005
A calculation method for the probability of liquefaction is shown in this paper. The spatial variability of soil parameters for the liquefaction resistance and the statistical characteristics of earthquake occurrences are considered in the analysi...
Brou Georges Kakou, Hideyoshi Shimizu, Shinichi Nishimura
Electronic Journal of Geotechnical Engineering   7 A    Jan 2002
In landslide slope stability evaluation, the determination of strength parameters (c and φ) is very important. For soil subjected to repetitive sliding, these parameters reduced to their residual values (cr and φr) are used in the calculation of t...
Application of concept of critical state soil mechanics to disturbed mudstone with particular reference to landslides and squeezing-swelling tunnel (jointly authored)
International Congress on Rock Mechanics   8, 269-272    1995

Books etc

Basic study on the opimum strength of the structures considering the randomness in the earthquake occurrences and responses (jointly authored)
International Cnference on applications of Statistics and Probability in Civil Engineering   1995   
A method for estimating squeezing earth pressures acting on a deep unnel(jointly authored)
International symposium on Underground Construction in Soft Ground   1994   
Probability of liquefaction and reliability design for ground improvement(jointly authored)
International Conference on Structural Safety and Reliability7   1997   
Mechanical properties of neogene mudstone in Japan with special reference to embarkment dam foundations,swelling tunnels and landsliders(jointly authored)
Proseeding of Regional Symposium on Sedimentary Rock Engineering   1998   
Laboratory testing for fracture toughness of clayey volcanic ash loam soil(jointly authored)
International Symposium on Problematic Soils   1998   


Methods of the Evaluation of the Optimum Earthguake Load and the Probability of Liquefaction employing Extremal Distributions and the Minimum Cost Criterion
Anisotropic Mechanical Properties of Diatomaceous Mudstone with Special Reference to Tensile Young's Modulus and Mechanical Properties of Fault Clay of Tuffaceous Mudstone in relation to Tunneling
Damages Water Utilization Facilties by the Hanshin Awaji Great Earthquake
Research on Hydraulic Fracturing in Fill Dam
Research on Reliability Design for Ground Improvement against Liquefaction
1995 - 1998

Research Grants & Projects

Ministry of Education, Culture, Sports, Science and Technology: Grants-in-Aid for Scientific Research(基盤研究(C))
Project Year: 2009 - 2011    Investigator(s): Hideyoshi SHIMIZU
We conducted the wave exploration and the micro tremor measurements at the irrigation pond to estimate the inner properties representing the earthquake resistance. Firstly, we obtained the dispersion characteristics of Love waves by striking plate...
Ministry of Education, Culture, Sports, Science and Technology: Grants-in-Aid for Scientific Research(基盤研究(C))
Project Year: 2003 - 2005    Investigator(s): Hideyoshi SHIMIZU
Earthquake resistant design plays an important role in case of maintaining the earth structures. In this research, we conducted the in-situ micro tremor measurements and the elastic wave ones on the Kojima Bay Reclamation Dike and the embankments ...
Ministry of Education, Culture, Sports, Science and Technology: Grants-in-Aid for Scientific Research(基盤研究(B))
Project Year: 1999 - 2001    Investigator(s): Hideyoshi SHIMIZU
1. Safety evaluation in seepage flow The safety factor to the seepage failure of the foundation ground is defined by using the prismatic failure concept. The limit water head is analyzed in case- of two dimensional concentrated flow by varying the...
Ministry of Education, Culture, Sports, Science and Technology: Grants-in-Aid for Scientific Research(一般研究(C))
Project Year: 1994 - 1995    Investigator(s): Hideyoshi SHIMIZU
Firstly, measurements of compressive and shear wave velocities are carried out by downhole and refraction wave propagation techniques at dam site composed of Diatomaceous mudstone to estimate the distributions of in situ velocities. The compressiv...
Statitiscal Analysis of Extreme for Input Earthquake Acceleration
Earthquake Disaster Mitigation Research Program
Project Year: 1990