Q/An experiment was made to findthe specific gravity of soil in thelaboratory and the results werebelow. What is required is to makea discussion of the resultsSpecimen number1S16.4616-4Pycnometer bot lle numberMass ol Pycnometor, wn (g)Mass of Pycnometer and dry specimen, wpes (9)Mass ol Pycnometer, specimen and waler, w,w (9) 679,4Moss ol Pycnometer and water, Wpew (g)635,2Specific gravity. G;Average Specilic gravily. G,

Specific gravity (G) of the soil- It is the ratio of the mass of the unit volume of the soil to the…

Q/An experiment was made to find the specific gravity of soil in the laboratory and the results were below. What is required is to make a discussion of the results Specimen number 1 516.4 |616-4 Pycnometer bollle number Mass of Pycnometer, w, (g) Mass of Pycnometer and dry specimen, wis (g) Mass ol Pycnometer, specimen and waler, w,w (g)699,4 635,2 2,79 Mass ol Pycnometer and water, Wpow (g) Specific gravity. Gs Average Specilic gravity, G,

Q/An experiment was made to find the specific gravity of soil in the laboratory and the results were below. What is required is to make a discussion of the results Specimen number 1 516.4 |616-4 Pycnometer bollle number Mass of Pycnometer, w, (g) Mass of Pycnometer and dry specimen, wis (g) Mass ol Pycnometer, specimen and waler, w,w (g)699,4 635,2 2,79 Mass ol Pycnometer and water, Wpow (g) Specific gravity. Gs Average Specilic gravity, G,

Principles of Geotechnical Engineering (MindTap Course List)

9th Edition

ISBN:9781305970939

Author:Braja M. Das, Khaled Sobhan

Publisher:Braja M. Das, Khaled Sobhan

Chapter4: Plasticity And Structure Of Soil

Section: Chapter Questions

Problem 4.3P

See similar textbooks

Similar questions

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 (%)
p Y:l• %VY . A Assignment 1 classroom.google.com -> pdf.سجی جاب مب. -2020لت Dpت المرحلة الثالثة )2019-2020) Q1: The following are the results of a laboratory consolidation test on a soil specimen obtained from the field: dry mass of specimen = 128 gm, height of specimen at the beginning of the test = 2.54 cm, Gs = 2.75, and area of the specimen = 30.68 cm². Effective pressure, ớ(kN/m²) Final height of the specimen at the end of the consolidation (cm) 2.540 50 2.488 100 2.465 200 2.431 400 2.389 800 2.324 1600 2.225 3200 2.115 Required: Make necessary calculations and draw an e versus log ó curve. Q2: The following are the results of a laboratory consolidation test: Effective pressure, ớ(kN/m²) Void ratio (e) Remarks 25 0.93 Loading 50 0.92 100 0.88 200 0.81 400 0.69 800 0.61 1600 0.52 800 0.535 Unloading 400 0.555 200 0.57 Required: (1) Draw e- log ở graph and determine the preconsolidation pressure, oc. (2) Calculate the compression index and the ratio of C, / C.. (3) On the basis of…
no Sieve analysis test on 400 gm of sand was conducted with the following records; Sieve No. 8 14 28 35 70 100 200 pan 2.362 1.168 0.589 0.417 0.295 0.147 0.074 M Diameter (mm) Mass retained (gm) 60 100 72 48 62 18 30 A 60 160 B 280 342 360 390 Total Retained (gm) % finer 85 60 42 30 D 10 2.5 a. What of the values of A, B, C and D. b. Determine the grading characteristics of this soil. c. Classify this soil according to its gradation using USCS method. C
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?
A dry sand is placed in a containerhaving a volume of 0.0089 cm3. The dry weight of the sample is 0.014 grams. Water is carefully added to the container so as not to be disturbthe condition of the sand. When the container is filled, the combined weight of the of soil plus water is 0.0174 grams. With this, find the void ratio, the porosity, the water content, the specific gravity thepertinent unit weights of the soil sample.
The resistance to membrane expansion (i.e., the results of the dilatometer test that relate to the total soil pressure against the blade). What is the basic information used determine through this?
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)
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. Determine the designation of the granular soil based on its relative density. (3 decimal places - Do not round off unless it's the final answer)
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.
A dry sand is placed in a ontainer having a volume of 0.366 ft8. the dry weight Of the sample is 34.41b. A volume OF 0.0522 ft3 container so as not to dist urb the condition of the sand 3. OF water is care Fu lly added to the to if the Specific gravity of sand is 2662, determine the. a.) porosity b) Degree of saturation (2 decimal places) c) Bulk specific gravity (3 dlecimal places) (3deuimal places)
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
AASHTO SOIL CLASSIFICATION (by AASHTO) AASHTO = American Association of State Highway and Transport Officials Situation 2 Classification of Highway Subgrade Materials % FINER SOIL B SIEVE General classification Granular materials (35% or less of total sample passing No. 200) SOIL A SOIL C 10 83 100 90 A-1 А-2 Procedure: 40 48 92 76 Group classification A-1-a А-1-b А-3 A-2-4 A-2-5 A-2-6 A-2-7 O Group Classification with required test data in mind, proceed from left to right, in chart. The correct group will be found by process of elimination. The first group from the left consistent with the test data is the corect classification. 86 34 Sieve analysis (percentage passing) No. 10 200 20 LL 20 70 37 50 max. 30 max. No. 40 No. 200 Characteristics of fraction PI 32 18 50 max. 51 min. 15 max. 25 max. 10 max. 35 max. 35 max. 35 max. 35 max. Using AASHT0 method: 1. Determine the group symbol and index for soil A. 2. Determine the group symbol and index for soil B. 3. Determine the group symbol…