Refer to the laboratory compaction plot in problem 3. On the same OMC chart, plot and assess each of the field data given in the table below considering that: a. yd must be at least 0.95 ya (max) b. Moisture content, w, should be within 2% of wopt MOISTURE DRY UNIT LOCATION CONTENT % WEIGHT kN/m3 A 10 14 B 12 18 14 16 D 16 14

Refer to the laboratory compaction plot in problem 3. On the same OMC chart, plot and assess each of the field data given in the table below considering that: a. yd must be at least 0.95 ya (max) b. Moisture content, w, should be within 2% of wopt MOISTURE DRY UNIT LOCATION CONTENT % WEIGHT kN/m3 A 10 14 B 12 18 14 16 D 16 14

Fundamentals of Geotechnical Engineering (MindTap Course List)

5th Edition

ISBN:9781305635180

Author:Braja M. Das, Nagaratnam Sivakugan

Publisher:Braja M. Das, Nagaratnam Sivakugan

Chapter5: Soil Compaction

Section: Chapter Questions

Problem 5.2P

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This is uploading second time,first time someone said it is geology question butit is Geotechnical engineering question.
For a soil specimen, given the following: % passing sieve #4-92 %, sieve #10 -81%, sieve # 40-78%, LL-48%, PL-16%, GI-18.2 classify the soil by AASHTO classification system. GI = (F200-35)[0.2 + 0.005 (LL - 40)] +0.01 (F20015)(PI – 10)
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Geotechnical Engineering (UPVOTE WILL BE GIVEN. PLEASE ANSWER THE QUESTION CORRECLTY. NO LONG EXPLANATION NEEDED. FOLLOW THE INSTRUCTIONS CAREFULLY.) A moist soil weighed 895 g with a volume of 425 cm3. After drying, the sample weighed 775 g. Of the dried soil, 400 g was poured into a vessel loose state. Its volume subsequently determined to be 275 cm3. That same 400 g was then vibrated and tamped to a volume of 212 cm3 with Gs = 2.71. a. Determine the relative density of soil in %. b. Determine the designation of the granular soil based on its relative density.
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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 (%)
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Laboratory compaction test results and fielddetermined in-place density (unit weight) results are reported in terms of dry density or unit weight and not wet density or unit weight. Outline the reasons for this procedure of reporting. (Hint: Consider the soil properties directly related to density or unit weight.)
Table 1 below is the result of compaction results. Please evaluate the correct combination of missing data. Table 1: Compaction test results Water content (%) 5.00 8.00 III 16.00 IV Bulk Density (Mg/m') 1.87 II 2.35 2.20 2.09 Dry Density (Mg/m) 1.89 2.08 1.90 1.76 Answer II II IV A 1.68MG/m3 2.04Mg/m3 13% 19% 1780kg/m 2.08Mg/m3 11% 20% 1.80MB/m3 2080kg/m 12% 19% 1.78MG/m3 2040kg/m3 13% 19% O A Ов Ос O D
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Volume of sample not given.. Help me