Find the Zero Air Void Unit Weight and ZAV Water Contents for each test (See attachment). Modified Proctor Compaction TestTEST1461. Weight of Moldand Base plate,w1 (Ib)2. Weight of Moldand Base Plate +Moist Soil, W2 (Ib)9.4849.4849.4849.4849.4849.48414.0614.214.2614.1714.1214.053. Weight ofMoist Soil, W2-W1(Ib)4.5764.7164.7764.6864.6364.5664. Moisture UnitWeight (Ib/ft^3)137.28141.48143.28140.58139.08136.985. Moisture Can #6. Mass ofMoisture Can, M3|(g)2.46364211.7112.2812.3512.212.0211.717. Mass ofCan+Moist Soil,M4 (g)49.4357.7759.2759.1543.6145.468. Mass of Can+DrySoil, M5 (g)9. MoistureContent, w(%)10. Dry UnitWeight ofCompaction,yd (Ib/ft^3)47.1853.7654.854.0941.1843.956.3433899.66731 10.53004 12.07926 8.333333 4.683623129.0912 129.0084 129.6299 125.4291 128.3815 130.8514Specific Gravity ofSoil Solids, Gs2.722.722.722.722.722.72Zero Air Void UnitWeightZAV WaterContents

ZAV unit weight isγZAV=Gγw1+G(w)Zero air Void water content isw=eGγd=Gγw1+e(find e)

Answered: Find the Zero Air Void Unit Weight and…

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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3. Three boreholes (BH) along a proposed road intersection are shown in Figure la and b. The soils in each borehole were classified using ASTM-CS. Sketch a soil profile along the center line. BH ВН 2 BH 3 100 m 100 m (a) Plan El: 100.2 El: 99.5 E1: 102.7 SP ML CH 10 SP-SM 15 - GP-GM ВН 2 ВН З 20 ВН 1 (b) Borehole soil Figure 1 Depth (m)
6. Determine the compaction effort of Standard Proctor Test in English unit Method A. (ft – lb/ft³) a. 56 250 b. 55 986 c. 12 375 d. 11 765
GEOTECHNICAL ENGINEERING For a vibroflotation project, the following backfill material specifications must be satisfied. Determine the suitability number, D25 and D30 Sorting Coefficient = 2 Uniformity Coefficient = 8 %3D Coefficient of Gradation = 0.60 %3D D10 = 0.20 D75 D20 = 0 26 mm Dso = 0 80 mm D30 - D25 = 0 22 mm 1. INPUT THE VALUE OF SUITABILITY NUMBER IN 2 DECIMAL PLACES 2 INPUT THE VALUE OF D25 IN MM AND IN 4 DECIMAL PLACES 3. INPUT THE VALUE OF D30 IN MM AND IN 4 DECIMAL PLACES
Calculate % Silt using the following values; a. Weight of soil= 50 g b. HR reading at 40 sec.= 25 c. Temp at 40 sec= 25 oCd. HR at 2 hrs= 16 e. Temp at 2 hrs= 26 * A. 17.28 B. 17.25 C 17.22 D. 17.19
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 (%)
Jauno sint to riaum bazausb can eallo Mphi orld bes xoves t A SOIL SAMPLE WEIGHS 14.46 N AND HAS A VOLUME OF 0.000991 m³. 3 att er THE SPECIFICE GRAVITY IS 2.65. THE VOLUME OF AIR Is 0.000167m²³ FIND THE DRY UNIT WEIGHT OF THE ORIGINAL SOIL SAMPLE.
5:43 a sinav.gelisim.edu.tr AA SOIL MECHANICS (CEN311) - Final Exam Select the correct statement. Uniformity coefficient does strength and stability affect A uniform soil has less strength and stability than a non-uniform soil 00 Uniformity coetficient of a poorly graded soil is more than that of a well graded soil A uniform soil has more strength and stability than a non-uniform soil Leave blank
.Q4 If gravel voulme conversion factor is like below and bedding layer should ,be compacted how much volume of loose gravel is needed (unit: m3) Soil Type Initial condition Gravel Bank Loose Compacted Bank 1 0.9 1.05 Converted to Loose 1.11 1 1.17 Compacted 0.95 0.86 1 إجابتك
Determine the relative compaction.a. 95b. 92.76c. 83.48d. 87.87
2.Determine the percentage of Gravel, Sand, Silt, and Clay and determine the value of Cu and Cc for soil: Soil A and Soil C 100 80 60 40 20 O 100- > 0.0001
Percent finer by weight 20 c) Classify the soil using Unified Soil Classification System as shown rext page. b) Compute the value of coefficient of curvature Cc. a) Compute the value of coefficient of uniformity Cy- 000 (unu) ans unB 10 100 1000 ... .. .. ... 09 .... .. 08 ... ... .... 06 Coerse 000 GRAVEL INVS FINES From the figure shown in the arain-size distribution curve. Problem: Por A 7-6, PI >L. 30 Fur A-7-5, PI SLL 30 Siky or clayey pavd nd sand piars Excalem to good pavel, and sand Ocaenl subgende
A silt clay soil has a plastic limit of 25 and a plasticity index of 30. 70 CH 60 CL U-b RI0.73(L 20) MH |-line OL OF CL-ML ML OH or OL 10 16 20 30 $0 60 70 80. Liquid limit 90 100 a. If the natural water content of the soil is 35%, what is the liquidity index? b. What type of soil is this using the USCS. c. What type of soil is this using the AASHTO system?

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