Hello, everyone:
I am making a numerical modelling of soil-structure. Between soil and foundation(slad) a distinct material(mixture of sand and gravel) with 20cm thick exist. could you tell me how to set up the numerical modelling of this material?
The users of FLAC, PLAXIS or SIGMA/W will be...
When I use Limit equilibrium method to analyse the slope stability, such as the Slide or Slope/W, I find the safety factor is not unique even if the the same method is adpoted, such as Bishop or others. The key question is the the selection of "slip surface grid" and "slip surface...
hello, everyone, I will go to Canada living and working soon. I want to know whcih code, standard or handbook is being used in practical geotechnical engineering. who can give me a advicable suggestion?
Thank you.