the results please BORING NO SAMPLE N PROJECT NAME CAN NO Wt

the results please

BORING NO SAMPLE N PROJECT NAME CAN NO Wt. of WET SOIL+CAN Wt of CAN Wt of DRY SOL WATER CONTENT ER of BLOWS, N of WET SOIL fDRY SOIL+CAN Wt of CAN Wt of DRY SOIL Y SOIL Wt of MERCURY+CAN Wt. of CAN i of MERCURY VOLUME of SOIL SHRINKAGE LIMIT% L 32,5 TESTED BY DATE No. of BLOWS, N RESULTS Pastic Natural Water Liquid Shrinknge Psticity Liquidity Index

Solution

PLASTIC LIMIT: As we observe from the plastic limte test and table. all the calculation is currect and the plastic limit is taken as average of both the result.

                                     Wp= 15.01%

LIQUID LIMIT: As we observe from the liquid limte test and table. All the calculation is currect and the liquid limit value shold be take from semi log graph at 25 blows.

     By observing the graph, LIQUID LIMIT (Wl)=32.5%

PLASTICITY INDEX:     Ip= Wl-Wp = 32.5-15.01 =17.49%

NATURAL WATER CONTENT AND SHRINKAGE LIMIT are the two experiments will condect in lab and readings will be noted. Hear in this question their is no raw date (raw data) related to this two tests so we cant determine natural water content and shrinkage limit.

Without Natural mouture content we cant find out LIQUIDITY INDIX AND CONSISTRNCY INDEX.  

CONSISTENCY INDEX (Ic)=(Wl-Wn)/(Wl-Wp)

LIQUIDITY INDEX (Iw)= (Wn-Wp)/(Wl-Wp)