Ma xim umDryDensityBYStandard Proctor Test.!. what is tha reason of nding the ma ximum DryDensity of the Soil?2. why the optimum moistune content is found ?3. Discuss the re latio'n between the moisture content andtheDryDensity of soil.4. what is the effe ct of mois ture con tent on the drydensity of soit.-5. Discuss the effects of moisture content on thecompaction energyrequired to obtain the rguireddry density.

There are different types of densities in the soil. All are having different roles and values in…

Maximum Dry Densi ty By Standard Proctor Test. 1. what is the reason of finding the maximum Dry Density of the Soil? 2. why the optimum moisture content is bund ? the re latio'n between the moisture content and . Discuss the Dry Density of soil. - what is the effect of mois ture content on the dry density of soit.- 5. Discuss the effects af moisture content on the Compaction energy pequired to obtain the nguired dry density.

Maximum Dry Densi ty By Standard Proctor Test. 1. what is the reason of finding the maximum Dry Density of the Soil? 2. why the optimum moisture content is bund ? the re latio'n between the moisture content and . Discuss the Dry Density of soil. - what is the effect of mois ture content on the dry density of soit.- 5. Discuss the effects af moisture content on the Compaction energy pequired to obtain the nguired dry density.

Fundamentals of Geotechnical Engineering (MindTap Course List)

5th Edition

ISBN:9781305635180

Author:Braja M. Das, Nagaratnam Sivakugan

Publisher:Braja M. Das, Nagaratnam Sivakugan

Chapter3: Weight-volume Relationships And Plasticity

Section: Chapter Questions

Problem 3.11P

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5 Problem: For a given inorganic soil, the following are known: Percentage passing No. 4 Sieve... 100 Percentage passing No. 200 sieve.. 77 Liquid limit Plasticity index.... ...... 63 25 70 CH or CL U-b RI40.73(L-20) MH -line OL PIOLL- CL-ML OF ML OH or OL 10 16 20 30 40 50 60 70 80 90 100 Liquid limit Classify the soil by using Unified Sqil Classification System. a) What type of soil is this? b) What is the group symbol of the soil C) What is the group name of the soil?
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PROBLEM NO. 2 A fined grained soil (no sand) is found to have a liquid limit of 70%, and a plastic limit of 38%. 70 CH 60 PIOLL- -line RZ0.73(L 20) CL U-e 10 OL 30 MH -CL- ML 10 ML OH or OL 10 16 20 30 40 $0 70 80 Liquid limit a. What is the plasticity index for this soil? b. On the plasticity chart for USCS, what soil type is 90 100 this? c. On the plasticity chart for the AASHTO Classification System, what soil type is this? Plasticitý index
I lin. 9:- A sulms.su.edu.om Question 1 Marks 15 The laboratory test data of Muscat soil is given below in the table below. Sieve # % Finer of Muscat Soil 10 85 40 75 200 32 LL, (%) 37 PI, (%) 13 Classify the soils According to the (AASHTO) system.
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CE 2006 ŞB: 1 ÖRGÜN SOIL MECHANICS I Mühendislik Fakültesi İnşaat Müher 2021 Bahar Soru 6 Sinav gezin A wet soil sample having a volume of 75 cm is brought to the laboratory. When this soil sample is dried in the oven it weighs 140 grams. The specific gravity of the solid particles is 2.65. Find the relative density, if the maximum and minimum void ratios are 0.764 and 0.235, respectively. Henüz cevaplanmadı 10,00 üzerinden işaretlenmiş Volume of soil = V = 75 cm3 10 P Soruyu işaretle Mass of solids = m, = 140 grams Uygulamayi bi Kalan süre 1:5: O a. 50% O b. 60% Oc 55% O d. 45% O e. 65% Önceki sayfa Sonraki sayfa
2. The resulting of the Standard Proctor Test is as follows: Vol. of Proctor Mold Wt. of wet soil in mold Moisture (cu.m) (kg) (%) 943.3 1.76 12 943.3 1.86 14 943.3 1.92 16 943.3 1.95 18 943.3 1.93 20 943.3 1.90 22 a. Determine the maximum dry unit weight of compaction b. Determine the optimum moisture content
augios han sibh e al 8. THE MASS SPECIFIC GRAVITY OF A FULLY SATURATED SPECIMEN OF CLAY S od a oa hevosvit ant HAVING A WATER CONTENT OF 30.5% IS 1.96. ON OVEN DRYING, THE onlin MASS SPECIFIC GRAVITY DROPS to 1.60. CALCULATE THE SPECIFIC GRAUTY OF CLAY. mezni of Sue ani bnainen an Or hunshade to Mola ari bn opa
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The resulting of the Standard Proctor Test is as follows: Vol. of Proctor Mold (cu.m) Wt. of wet soil in mold (kg) Moisture (%) 943.3 1.76 12 943.3 1.86 14 943.3 1.92 16 943.3 1.95 18 943.3 1.93 20 943.3 1.90 22 a. Determine the maximum dry unit weight of compaction b. Determine the optimum moisture content