HW05-CE357-Compaction_Solution_SI

plz, answer this question, it is not graded question.   Geotichnical Engineering-1     Reg.no: 4974

Subject: Soil Mechanics A. Classify the Soil Using USCS (with explanation/ justification) Given data: D10 = ? D30= 0.0023mm D60= 0.032mm Liquid Limit= 49% Plastic Limit= 24% CHOICES: a. CL (lean clay with gravel) b. CL ( lean clay with sand) c. ML (silt with gravel) d. ML (Silt with sand)

Please show solution and please include the graph

Q1: Classify the below soil according to Unified Soil Classification System (USCS) and .the AASHTO System Sieve No. sieve Diameter 4.75 2 1.18 06 pass % 65 4. 10 52 40 16 30 40 26 0.425 0.25 0.075 21 60 14 200 10 And the Liquid Limit (LL) = 35. Plastic Limit (PL) = 18 100 90 80 70 60 50 40 30 20 10 0.01 0.1 10 Sieve Dia mm passing%

The modified Proctor test (ASTM D 698, method C) was performed for a soil with G, = 2.70, and the results are as follows: Moist Weight in Mold, gf Water Content, % 6.5 3250 9.3 3826 12.6 4293 14.9 4362 17.2 4035 18.6 3685 (a) Plot the Ya versus w relation. (b) Determine Ya.max and wopt• (c) Calculate S and e at the maximum dry unit weight point. (d) What is Y at w. (e) What is the range of water content if the relative compaction (R.C.) is required to be 95% of the modified Proctor Ya.max? pt? opr?

Q1: Classify the below soil according to Unified Soil Classification System (USCS) and the AASHTO System. Sieve No. sieve pass % 65 Diameter 4 4.75 10 52 16 1.18 40 30 0.6 26 40 0.425 21 60 0.25 14 200 0.075 10 And the Liquid Limit (LL) = 35 , Plastic Limit (PL) = 18 100 90 80 70 60 50 40 30 20 10 0.01 0.1 10 Sieve Dia mm % Buyssed

I need to solve in 15 minutes I have an exam. soil mechanic

please solve question 8, 9 and 10

Please solve questions number (1) Registration (Reg)#=4268

Solve part 1 and part 2 only

Solve letter C only

Problem 1: For a gravel with D60 0.48mm, D30 0.25mm, and D10 coefficient and the coefficient of gradation. Is it a well-graded or poorly graded soil? - = = = 0.11mm, calculate the uniformity Problem 2: 0.3 mm, D30 The following values for a sand are given: D10 Determine Cu and Cc and state if it is a well-graded or a poorly graded soil. = 0.41 mm, and D60 = = 0.77 mm.

Question 18 Classify the following soils using the Unified soil classification system. Give the group symbol. No. 4 = 92 No. 200 = 48 LL = 30 PL = 8 A) SP В GC SM D SC

This is uploading second time,first time someone said it is geology question butit is Geotechnical engineering question.

Please solve questions number (2) all parts. If a Registration number is needed put 4268

Calculate % Clay using the following values; a. Weight of soil= 50 g b. HR reading at 40 sec.= 25 c. Temp at 40 sec= 25 oC d. HR at 2 hrs= 16 e. Temp at 2 hrs= 26

No.3

Note: Give me all answers. Don't copy from other experts solution. Do your own solution

Please solve questions number 2 all parts .

A sample soil is obtained and sieve analysis is performed to determined its particle distribution. Sieve Opening Mass Retained % Finer # 6 3.35 146 # 8 2.36 88 #16 1.18 125 # 40 0.425 56 #50 0.3 42 #140 0.106 127 # 200 0.075 126 Pan 29 Determine: 1. Effective Size (in mm and in 4 decimal places) 2. Uniformity Coefficient (in 2 decimal places) 3. Coefficient of Curvature (in 2 decimal places) 4. Sorting Coefficient (in 2 decimal places)

No.4

find the type of given soil data if LL = 20, PL=15 1- by AASHTO method 2- by Unified method sieve no. %finer 4 99 10 92 40 86 100 78 200 60

dys.mu MSKÜ-LMS 016 ŞB: 1 ÖRGÜN Soil Mechanics Mühendislik Fakültesi Mac Atterberg limits of a soil sample are given: LL:55% and PL:25%. Give the name of the soil typle considering the chart given below? Remember PI=LL-PL 60 U-line PI - 0.9 (LL -8) 50 Z 40 CH or OH A-line PI0.73 (LL - 20) 30 CL OH 20 or OL MH CL- ML 10 ML& OL 10 20 30 40 50 60 70 80 90 100 Liquid limit (%) O a. CL or OL O b. CH OR OH O c. OH or ML O d. GL or ML O e. M ail E AR .ill lenovo Plasticity index (%)

No.2

Show your complete solution so I can follow thanks

a.) Classify soil A using AASHTO method. b.) Classify soil B using AASHTO method. c.) Classify soil C using AASHTO method.

the results of the sieve analysis done on a soil are shown below: determine its classification using USCS a.GW b. GP c. SP d. none e. SW

PLEASE ANSWER THIS ASAP What is the percentage of sand of Soil B

These equations can be applied for dry soil, except: a) Sre = wGs b) Gspw /1+ e c) Ms / V d) Pp/1 + w

Given the data of sieve analysis of the soil; 1. Determine the approximate effective size of the soil 2. Determine the approximate coefficient of curvature 3. Classify the soil using the AASHTO classification system