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...
