I am back :). I have done the report and I am looking forward to work with you again :). No worry I can handle all assigments for Engineering course:). Let me know if you have questions and do allow me to do revision if you need okay :)
GEOTECHNICAL ENGINEERING LABORATORY
Experiment Dates: 10/11/18, 10/16/18
The goal of this lab is to decide the grain measure conveyance for a dirt example
containing a lot of fine-grained soil. The fine-grained soil is characterized by soil particles that
have measurement under 0.075 mm. Fine-grained soil passes the No. 200 sifter or is held in the
skillet in a strainer examination. Fine particles can be partitioned into sediments. Sediments
extend in size from 0.075 mm down to 0.002 mm, have a little distance across than 0.002 mm.
Determination of Grain Size Distribution in a soil for the fraction that is finer than U.S. No.200
sieve size(0.075mm). Quantify the soil material remaining in suspension at each stage of the
sedimentation process. ASTM hydrometer is calibrated up to a reading of 60 at T=20°C for soil
particles having G= 2.65 - Hydrometer reading = 302 30g of soil solids in suspension per 1000
ml of the soil-water mixture at T=20°C. For time 24 hours, ...