Mike Ahmadi

2 Questions 8 Answers 0 Followers

Questions related from Mike Ahmadi

Residual Strength of softened clayey soils (e.g. either contractive or dilative clay like materials) under cyclic loads (Residual shear strength)?

Hi there researchers, I'v got a clay like (both contractive and dilative) in foundation (embankment) and would like to assess post seismic stability (i.e. residual strength parameters, post...

03 March 2020 2,104 0 View

How to get undrained shear strength based on direct shear box test (given that there are limitations in draining condition in direct shear box test)?

Hi dear fiends, In general direct shear box test is not well suited for undrained strength parameters as the drained condition are difficult to control; based on my research, there are some...

17 September 2019 5,757 4 View