Hi ,
May I ask when you have a ground material that is a normally consolidated that will be need to be loaded by the foundations of a building that is sensitive to settlement what would be the most important considerations one must consider for a computer simulation?
Thank you
May I ask when you have a ground material that is a normally consolidated that will be need to be loaded by the foundations of a building that is sensitive to settlement what would be the most important considerations one must consider for a computer simulation?
Thank you