The last line was awesome, pretty crazy
in the above mentioned post I asked a question about Unconfined Compression and direct shear test could you suggest me some solutions or maybe a paper regarding that.
Thanks man, You are right, Unfortunately labs don't support the idea, to be honest the real deal for me is that I want to do direct shear test on soil samples and to do so I am preparing my samples with optimum moisture driven by Proctor standard test ,and I apply for example 30kpa load on...
As you may know , in fieldو compaction normally is done by static rollers , and studies show There are numerous inconsistency between proctor results and reality , therefore an inventive approach which by the way is already under investigation by researchers would be an interesting idea.
Hi to All
I want to perform static compaction on remolded soil samples and compare the subsequent results( optimum moisture and dry density) with proctor compaction resaults using an unconfined compression test apparatus , My question is how to unify corresponding loads applied on each samples...
I was wonder how to stabilize sandy soil (without any fine aggregate passing sieve number 200 astm) poorly graded or in nutshell pure sand with hydrated lime and natural Pozzolan , in order to ignite pozzolanic reaction and consequent cementation due to this admixture , my question focused on...
