Wen-Jong Chang
- Effects of Clay Content on Liquefaction Characteristics of Gap-Graded Clayey Sands. Dans: Soils and Foundations, v. 48, n. 1 (février 2008). (2008):
- Coupled Shear Strain-Pore Pressure Responses of Soil in Shaking Table Tests. Dans: Soils and Foundations, v. 50, n. 2 (avril 2010). (2010):
- Evaluation of undrained shear strains in multi-directional horizontal shaking. Dans: Soil Dynamics and Earthquake Engineering, v. 31, n. 7 (juillet 2011). (2011):
- Liquefaction characteristics of gap-graded gravelly soils in K0 condition. Dans: Soil Dynamics and Earthquake Engineering, v. 56 (janvier 2014). (2014):
- Direct evaluation of effectiveness of prefabricated vertical drains in liquefiable sand. Dans: Soil Dynamics and Earthquake Engineering, v. 24, n. 9-10 (octobre 2004). (2004):
- Characterization of liquefaction resistance in gravelly soil: large hammer penetration test and shear wave velocity approach. Dans: Soil Dynamics and Earthquake Engineering, v. 24, n. 9-10 (octobre 2004). (2004):