吉川 高広

Numerical analysis on failure mechanism of unsaturated slope due to rain 

Smart Geotechnics for Smart Societies (Proceedings of the 17th Asian Regional Conference on Soil Mechanics and Geotechnical Engineering) 1092-1095 2023年8月4日  査読有り筆頭著者責任著者

Development and validation of deformation analysis method for unsaturated soil based on new effective saturation degree considering trapped air 

Proceedings of 20th International Conference on Soil Mechanics and Geotechnical Engineering 2022年5月  査読有り筆頭著者責任著者

Two types of water absorption failure mechanism of unsaturated silt triaxial specimen 

Proceedings of 20th International Conference on Soil Mechanics and Geotechnical Engineering 2022年5月  査読有り

Numerical analysis on aftershock-induced liquefaction of sandy ground with water-level raised by main shock 

Proceedings of 17th World Conference on Earthquake Engineering (17WCEE) 2021年9月  筆頭著者責任著者

Importance of considering unsaturated triaxial tests including ceramic disk as initial and boundary value problems 

Soils and Foundations 61(3) 901-913 2021年6月  査読有り筆頭著者責任著者

Progressive failure of unsaturated fill slope caused by cumulative damage under seepage surface 

International Journal of GEOAMATE 20(78) 1-8 2021年2月  査読有り

An analytical consideration on aftershock-induced expansion of liquefaction damage of sandy ground with groundwater-level rise due to main shock 

Proceedings of 16th Asian Regional Conference on Soil Mechanics and Geotechnical Engineering (16ARC) 2019年10月  査読有り

Deformation/failure mechanism of saturated fill slopes due to resonance phenomena based on 1G shaking-table tests 

Canadian Geotechnical Journal 55(11) 1668-1681 2018年11月  査読有り

A consideration of the failure mechanism of river levees due to water seepage based on model tests and soil-water-air coupled finite deformation analysis 

Proceedings of 19th International Conference on Soil Mechanics and Geotechnical Engineering 1319-1322 2017年9月  査読有り筆頭著者責任著者

Analysis of the effect of groundwater level on the seismic behavior of an unsaturated embankment on clayey ground 

Soil Dynamics and Earthquake Engineering 85 217-230 2016年6月  査読有り筆頭著者責任著者

空気～水～土骨格連成有限変形解析による大規模河川堤防の浸透・地震時挙動の評価 

土木学会論文集A2（応用力学） 71(2) I_621-I_632 2016年2月22日  査読有り筆頭著者責任著者

Soil-water-air coupled seismic behavior accompanying internal water level variation of an unsaturated embankment with an enclosed saturation area on cohesive soil ground 

Japanese Geotechnical Society Special Publication 2(18) 670-675 2016年1月29日  査読有り

Air-coupled effects on triaxial behavior of silty specimens under a constant confining pressure and various exhausted conditions 

Japanese Geotechnical Society Special Publication 2(10) 435-439 2016年1月29日  査読有り筆頭著者責任著者

Effects of air coupling on triaxial shearing behavior of unsaturated silty specimens under constant confining pressure and various drained and exhausted conditions 

Soils and Foundations 55(6) 1372-1387 2015年12月  査読有り筆頭著者責任著者

Soil-water-air coupled finite deformation analysis based on a rate-type equation of motion incorporating the SYS Cam-clay model 

Soils and Foundations 55(1) 45-62 2015年2月  査読有り