Answered: Which of the following device does not…

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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Explain the vibratory probe technique for compaction ?
Subject: Geotechnical engineering Please read the question carefully and give me right answes with short explanation. Note: this is not an assignment question
The following data is the result in performing the ASTM C128, Determine the Apparent Specific Gravity Mass of Pycnometer Mass of pycnometer filled with water 250.00 1,160.00 Mass of SSD sample 900.00 Mass specimen and water Mass of oven-dried sample of pycnometer with 1,724.00 895.00 A None of the above B) 2.66 C) 2.70 D) 2.68
Several methods for determining or checking in-place density are in use. The simpler, more direct methods involve the “destructive testing” principle. Describe about the principle.
up to 120221 (Compatibility Mode] - Word References Mailings Review View Help Nitro Pro V Tell me what you want to do A A Aa E E-E EE T T 2 T AaBbCcl AaBbCcI AABBCCI A A、ッ、A 前,, Emphasis T Heading 1 I Normal Paragraph Styles 1. Q. The following results were obtained from a CBR test on a compacted subgrade soil. Calculate the CBR value for the soil. Do you recommend to use it as subbase? Illustrate your answer? Penetration (mm) Load (KN) 0.625 0.15 1.25 0.18 1.875 0.40 2.5 0.73 3.75 1.32 1.80 7.5 2.34 10 2.53 12.5 2.91 Standard Loads: 2.5 mm .... .13.36 KN 5.0 mm 19.96 KN tes) lenovo
NEED IT BADLY ASAP. THANK YOU
Calculate the percent gravels for the soil below (legend - '-x-'). Gravel Sand Cobbles Coarse Fine Coarse Medium Fine Size (mm) 19 4.75 2.0 0.425 0.075 Sieve No. #4 #10 #20 #40 #60 #200 100 Percent Finer (%) 80 60 60 40 40 20 20 A 8% B) 92% C) 89% 0 TSC03-GB-0304 I 100 10 1 Grain Size (mm) Silt Fines Clay سلسل 0.1 0.01 0.001
Situation 1 A sample of soil has the following grain-size * SOIL CLASSIFICATION characteristics: 100 Percent Passing • TRIANGULAR CLASSIFICATION CHART (by USDA) USDA= U.S. DepaArtment of Agriculture Size (mm) 10 2.000 100 90 0.075 74 20 Procedure: 0.05 60 80 ldentify % of soil components % gravel % sand % slt 0.005 32 30 100% % Passingz.00omm % Passing200omm – %Passing o-o5omm 70 0.002 15. Clay 40 Determine the following: 1. Percentage of silt Classification of the soil using the Triangular 60 % Passing o.osomm % Passing oco2mm Plot the % sand, % sılt, and %clay on ther respective aves on the triangular dhart by projecting lines pependicular to the axes. % Passng o.002mm 0%. %3D % clay 50 2. 50 Silty clay Sàndy clay Classification Chart. 60 40 `Clay loàm Soil Silty clay loam 70 30- Sandy clay loam 3 The point ofintersection of those lines is taken as the appropriate soll classification. 80 20 - Loàm Silty lóam 90 Notes: 10 Loamy Sandy loam soil component Sand sand Silt particle size…
subject: geotechnical engineering. if possible, please give a detailed answer for me to understand
How can you get the pan encircled below? weight of sample = 1250g
MIDTERM EXAM (page 1 of 3) - Opera dys.mu.edu.tr/mod/quiz/attempt.php MUOLA MUĞLA ŞITKI KOÇMAN ÜNİVERSİTESİ MSKÜ-LMS MINE 3016 ŞB: 1 ÖRGÜN Soil Mechanics Mühendislik Fakültesi Maden Mühendisliği 2020-2021 Bahar Soru 1 A Soil sample has a dry unit weight of 16kN/m3 and saturated unit weight of 22KN/m³. Find and match: Henüz cevaplanmadı Water content if degree of saturation is 50% (in %): Seç. + 12,00 üzerinden işaretlenmiş Unit weight if degree of saturation is 50% (in kN/m3): Sec. P Soruyu işaretle Water content at saturated state (in %): Sç. + Void ratio if Gs=2.63: Seç. + Soru 2 Proctor test results are plotted on the chart given below with air void lines. Find optimum water content and maximum dry density. Henüz 2.40 cevaplanmadı 2.30 12,00 üzerinden 2 20 işaretlenmiş 16:42 Masaüstü C 40) TUR 7.05.2021
example of soil test and its procedure

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Which of the following device does not include in an intelligent compaction? GPS receiver Accelerometer Temperature sensor Moisture sensor