HOMEWORK SOLUTION

 

HW #3

 

GEOTECHNICAL ENGINEERING I

 

(Question no. 3.22-d,f, 3.24-b,e, 3.25-b,e……Al-Khafaji textbook)

 

 


3.22d   % passing #4                = 80                 % retained #4               = 100-80 = 20

            % passing #200            = 20                 % retained (#4-#200)   = 80-20   = 60

            LL                                = 40                

            PL                                = 32

            PI                                 = 40-42=8

 

            < 50% passing #200                             coarse grained

            < 50% retained #4                                sand

            > 12% passing #200                             use plasticity chart by plotting

                                                                        LL = 40 and PI= 8                   ML

                                                                        Then the soil is SM

            ≥ 15% gravel                                        Silty Sand with Gravel  …….  Ans.

 

3.22d   % passing #4                = 87                 % retained #4               = 100-87 = 13

            % passing #200            = 40                 % retained (#4-#200)   = 87-40   = 47

            LL                                = 62                

            PL                                = 25

            PI                                 = 62-25=37

 

            < 50% passing #200                             coarse grained

            < 50% retained #4                                sand

            > 12% passing #200                             use plasticity chart by plotting

                                                                        LL = 62 and PI= 37                 CH

                                                                        Then the soil is SC

            ≥ 15% gravel                                        Clayey Sand  …….  Ans.

 

 

3.22d   % passing #4                = 74                 % retained #4               = 100-74 = 26

            % passing #200            = 12                 % retained (#4-#200)   = 74-12   = 62

            LL                                = 19                

            PL                                = 12

            PI                                 = 19-12=7

 

           

            D60 = 2.34

            D30 = 0.48                  interpolation

            D10 = 0.034

 

           

 

 

< 50% passing #200                             coarse grained

            < 50% retained #4                                sand

            5-12% passing #200                            has double symbol

            Since Cu > 6 and Cc 1≤Cc≤3 and using plasticity chart by plotting LL &PI

                                    CL – ML

            Then the soil is SW – SC

            ≥15% gravel                             Well graded sand with clay and gravel

                                                            ( or silty clay and gravel) …………….ans.

 

3.24e   % passing #4      = 100             % retained #4               = 100-100 = 26

            % passing #200 = 4                  % retained (#4-#200)   = 100-4   = 96

           

            D60 = 1.87

            D30 = 0.55                  interpolation

            D10 = 0.2

 

           

 

           

            < 50% passing #200                             coarse grained

            < 50% retained #4                                sand

            < 5% passing #200 and  Cu<6 or  1>Cc>3  then soil SP

            < 15% gravel then the soil is Poorly graded sand ………..ans.

 

3.25b   % passing #10 = 58                             LL=19

            % passing #40              = 29                             PL=12

            % passing #200            = 12                             PI = LL-PL=7

            <  35% passing #200                            Granular Material

            From figure 3.18 left to right we obtain the soil is

            A – 2 – 4 Silty or clayey gravel and sand (excellent to good) …..ans.        

 

3.25b   % passing #10 = 62                            

            % passing #40              = 24                            

            % passing #200            = 4                              

            <  35% passing #200                            Granular Material

            From figure 3.18 left to right we obtain the soil is

            A – 1 – b Stone fragments, gravel, and sand (excellent to good) …..ans.