What are the different types of field compaction equipment? Which of them are more suitable for compacting cohesive soils and which are more suitable for granular soils?
Suppose we have a site where there are 2 m of dry sand (density of 1400 kg/m?) overlying granite with a density of 2800 kg/mº. Calculate the total vertical compressive stress-induced at 3m depth from these rock units. (b) Suppose we take a core sample of the sandstone with a radius of 5 cm and a length of 10 cm and we load it under a uniaxial compressive force of 30 kN. At that stress, we find the core is now 9.991 cm long. What is the modulus of elasticity for this sandstone?
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