Hydrometer and sieve analysis were conducted on a soil sample.Find D10 Deo uniformity coefficient (Cu), coefficient of curvature (CC) considering the chart given below.Hint: Cu=Deo/D10 and CC=(D3)2 / (D1oxD6o)1009080706050403020100,001 CLAY0,01SILT0,1SANDGRAVEL10100DANE ÇAPI/ PARTICLE SIZE (mm)Dec: (in mm) seç.CCSeç.CuSeç.D10: (in mm)Seç.GEÇEN DANE YÜZDESİ / PERCENT FINER THAN D

Given that: Grain size distribution curve:

Hydrometer and sieve analysis were conducted on a soil sample. Find D10 Deo uniformity coefficient (Cu), coefficient of curvature (CC) considering the chart given below. Hint: Cu=Deo/D10 and cC=(D30)/(D1oxDea) 100 90 80 70 60 50 40 30 20 10 0.001 CLAY SILT 0,01 0,1 SAND GRAVEL 10 100 DANE ÇAPI/ PARTICLE SIZE (mm) Dec: (in mm) Seç. + CC Seç. Cu Seç. D10 ( in mm) Seç. 8 8 GEÇEN DANE YÜZDESİ / PERCENT FINER THAN D

Hydrometer and sieve analysis were conducted on a soil sample. Find D10 Deo uniformity coefficient (Cu), coefficient of curvature (CC) considering the chart given below. Hint: Cu=Deo/D10 and cC=(D30)/(D1oxDea) 100 90 80 70 60 50 40 30 20 10 0.001 CLAY SILT 0,01 0,1 SAND GRAVEL 10 100 DANE ÇAPI/ PARTICLE SIZE (mm) Dec: (in mm) Seç. + CC Seç. Cu Seç. D10 ( in mm) Seç. 8 8 GEÇEN DANE YÜZDESİ / PERCENT FINER THAN D

Principles of Foundation Engineering (MindTap Course List)

9th Edition

ISBN:9781337705028

Author:Braja M. Das, Nagaratnam Sivakugan

Publisher:Braja M. Das, Nagaratnam Sivakugan

Chapter2: Geotechnical Properties Of Soil

Section: Chapter Questions

Problem 2.23P

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