Masanori Hamada
- Observation Of Permanent Ground Displacements Induced By Soil Liquefaction. Dans: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1986, n. 376 ( 1986). (1986):
- Study On Liquefaction-induced Permanent Ground Displacements And Earthquake Damage. Dans: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1986, n. 376 ( 1986). (1986):
- A Study On Ground Displacement Caused By Soil Liquefaction. Dans: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1998, n. 596 (juin 1998). (1998):
- Deformation Behavior Of Buried Pipelines With Elbows Subjected To Large Ground Displacement. Dans: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1999, n. 626 ( 1999). (1999):
- Large Deformation Behavior Of Buried Pipelines With Low-angle Elbows Subjected To Permanent Ground Deformation. Dans: 土木学会論文集 (Doboku Gakkai rombunshū), v. 2001, n. 675 (avril 2001). (2001):
- Large Scale Experiments Of Buried Steel Pipelines With Elbows Subjected To Permanent Ground Deformation. Dans: 土木学会論文集 (Doboku Gakkai rombunshū), v. 2003, n. 724 (janvier 2003). (2003):
- A Study On Loads On Foundation Piles From Flowing Liquefied Soil. Dans: 土木学会論文集 (Doboku Gakkai rombunshū), v. 2004, n. 766 (juillet 2004). (2004):
- An Experimental Study On Earthquake Fault Rupture Propagation Through A Sandy Soil Deposit. Dans: 土木学会論文集 (Doboku Gakkai rombunshū), v. 2005, n. 780 ( 2005). (2005):
- An Experimental Study On Fluid Properties For Liquefied-sand During Its Flow. Dans: 土木学会論文集 (Doboku Gakkai rombunshū), v. 2005, n. 792 ( 2005). (2005):
- Transverse Horizontal Load on Buried Pipes due to Liquefaction-Induced Permanent Ground Displacement. Dans: Soils and Foundations, v. 43, n. 1 (février 2003). (2003):
- Analysis of the relations between slope failure distribution and seismic ground motion during the 2008 Wenchuan earthquake. Dans: Soil Dynamics and Earthquake Engineering, v. 72 (mai 2015). (2015):
- The Mid-Sea of Japan Earthquake of May 16, 1983 and numerical analysis of the tsunami. Dans: Soil Dynamics and Earthquake Engineering, v. 7, n. 3 (juillet 1988). (1988):
- Liquefaction-Induced Lateral Load on Pile in a Medium DrSand Layer. Dans: Journal of Earthquake Engineering, v. 13, n. 7 ( 2009). (2009):