Answered: the soil using USCS for the data given:…

the soil using USCS for the data given: Sieve Size 4.75 mm, weight retained 20 g; Sieve Size 0.075 mm, weight retained 730 g; 1000 g of soil was used. LL=40 and PL= 18. What is the classification

Principles of Geotechnical Engineering (MindTap Course List)

9th Edition

ISBN:9781305970939

Author:Braja M. Das, Khaled Sobhan

Publisher:Braja M. Das, Khaled Sobhan

Chapter3: Weight–volume Relationships

Section: Chapter Questions

Problem 3.1P

See similar textbooks

Related questions

Q: Determine the tensile steel ratio of a singly reinforced concrete beam for the following conditions…

A: Appreciate if there is detailed work with explanation and finds you helpful for ease of…

Q: How to get the adjusted latitude and adjusted departure?

A: The latitude and departure in the north direction are considered positive.

Q: On a railroad, a -8% grade meets a +0.40% grade at station 2 + 700m whose elevation is 30.00m above…

A: Given data: station 2 + 700m elevation is 30.00m

Q: 107. 108. 109. 110. a. b. a. b. a. b. a. b. f=30 MPa, (N.W.C.) b-300 mm d = 450 mm fyt - 275 MPa…

A: Answers are boxed.

Q: A concrete channel which is laid on a slope of 1.9m per kilometer discharges water at a rate of 3 m3…

Q: 2) Draw shear force and bending moment diagrams of the beam and find the maximum values of the shear…

Q: From the figure shown, H₁ = 0.60, H₂ = 0.90 m. and h = 0.45 m. The sand has a saturated unit weight…

Q: A spiral column is to carry a factored load of 1900 kN and a factored moment of 24 kN-m such that it…

Q: Members subject to pure tension (or tensile force) is under tensile stress, while compression…

Q: The volume and weight of a partially saturated clay sample are 185 cm3 and 362 g respectively. After…

Q: Created the LTFRB with its functions pursuant to the Public Service Act a. Executive Order (EO) 203…

A: 1. The LTFRB is a sectoral agency of the Department of Transportation (DOTr) which is mandated under…

Q: Determine the friction force between the block and the surface after P was gradually increased from…

Q: 2) Draw shear force and bending moment diagrams of the beam and find the maximum values of the shear…

Q: A frictionless retaining wall is shown. Determine: a. The active force Pa after the tensile crack…

Q: A horizontal bar of negligible mass is hinged at A and assumed to be rigid. It is supported by an…

Q: Fig.1 x Gool ba Area = 0.0012m² +REA = A 400 KN Determine the FF. 1. Bo 3. Stress BO 4. Stress BE…

A: Determine reaction at support and find stresses in BD,BE and CE

Q: Situation 16. The L150x100x12mm, A36 Steel (Fy = 248 MPa, Fu = 400 MPa) shown in the figure has one…

Q: Find the moment of inertia about the indicated x and y axes for the shaded area shown.

A: Finding moment of Inertia about Xx And YY axis of shaded portion ###

Q: Flange width, bf = 1,200 mm Width of web, bw = 300 mm Gross depth, h = 500 mm Effective depth, d…

Q: Determine max for a 40-mm diameter shaft if the allowable shearing stress is equivalent to 80…

Q: a symmetrical cross section of a reinforced concrete I-beam has a value of fc=26.92mpa and fy=414mpa…

A: Given data; fc=26.92mpa and fy=414mpa b=493mm d=717mm t=131mm web thickness=131mm The As value…

Q: Determine max for a 40-mm diameter shaft if the allowable shearing stress is equivalent to 80…

Q: 2. A form of hydropower that converts the energy of tides into electricity. a. Geothermal Energy…

A: 2) tidal energy is a form of hydropower that converts the energy of tides into electricity. Due to…

Q: SHOW COMPLETE SOLUTION (NO SHORTCUTS PLEASE) !!! Topic: Differential Equations The particular…

Q: A wooden cylinder 500 mm in diameter and 5.75 m long floats in water with its longest axis…

A: To Determine a) determine the specific weight of the wood b) the value of the minimum mass that…

Q: A circular gate of radius mis 1111 submerged in a liquid with its top edge flushed on the liquid…

Q: A rectangular reinforced concrete beam has a width of 274 mm and an effective depth of 471 mm.…

Q: 30 kN C a 1m E b e 20 kN/m 8m HO- f 20,KN g 10 kN/m 6.0 2m 2m 2m ↓2m↓

Q: Q1. Three children are standing on a 5 x 5 m raft as shown in Fig. Q1. If the weights of the…

Q: g. Find P(Y> 1 | X = ¹₂). h. Find P(X>½ | Y = 1). i. Determine if the random variables are…

A: The probability distribution is the given probability distribution on all possible pairs of outputs…

Q: From the figure shown, H₁ = 0.60, H₂ = 0.90 m. and h = 0.45 m. The sand has a saturated unit weight…

Q: In natural state, a moist soil has a volume of 0.33 ft3 and weighs 39.93 lb. The oven dry weight of…

A: This question is related to the Soil Mechanics.

Q: A short rectangular column 300 mm on one side and 400 mm on the other side. It is reinforced with…

Q: (i) Show that for given discharge Q, the specific energy 'E' is minimum when Q²T is unity. Here T…

Q: Six steel cables are supporting a circular heavy moulding of diameter 2 m from an overhead point as…

Q: Given the properties and elevations of the three reservoirs, if friction factor f, is 0.01 for all…

Q: 2 Method of joints sample problems with solutions

Q: A floor slab 100 mm thick is cast monolithically with beams 300 mm wide 500 mm deep spaced 2.0 m on…

A: Given data: Thickness of floor slab, hf = 100mm Width of beam, bw = 300mm Depth of beam, dw = 500mm…

Q: investment company advertises accounts that actually yields 13% interest per year when compounded…

A: Given Interest rate = 13% =0.13 Semi annual

Q: A permeability pumping test was carried out in a confined aquifer with the piezometric level before…

Q: D 5m B 32kN/m 5m 5m D AA= 15mm Δε= 36mm Ac 18mm

Q: If a welded connection failed due to the applied load whether GSY, TRS or BSS, enumerate possible…

A: Solution- When weave discovered, the dependability and safety of fastened connections is critical.…

Q: An open channel having a slope of 0.0065 is to carry 1.0 cum/sec. The channel material has an "n"…

Q: The face of a vertical dam has the shape of an isosceles trapezoid of altitude 11 ft, upper base 28…

A: Appreciate if there is detailed work with explanation and finds you helpful for ease of…

Q: A rectangular beam 300 mm wide is to be designed for an ultimate moment of 750 kN·m with f’c = 28…

Q: A fully saturated soil sample has a volume of 28 cc. The sample was dried in oven and the weight of…

Q: The L150x100x12mm, A36 steel (Fy= 248 MPa, Fu= 400 Mpa) Shown in the figure has one line of…

Q: A cylindrical mold 10 cm internal diameter and 11.7 cm height weighs 1894 g. The mold was filled up…

Q: For the beam shown, calculate the bending stress at a point 70 mm. from the top of the beam. P = 59,…

Q: At 9:00PM., a thermometer reading 70oF is taken outdoors where the temperature is 15oF. At 9:05PM.,…

Concept explainers

Soil classification and characteristics

Soil classification is a method of categorizing soil based on its properties, types, and uses. The motive of soil classification is to arrange various types of soils and divide them into groups for various engineering and agricultural purposes. Soil classification is carried out by various agencies as per their purposes. From an engineering perspective, soil classification is done to find out the suitability of soil for various construction purposes like the construction of dams, foundations, highways, infrastructures, and so on. For engineering purposes, the soil is classified by the following systems:

Question

Classify the soil using USCS for the data given: Sieve Size 4.75 mm, weight retained 20 g; Sieve Size 0.075 mm, weight retained 730 g; 1000 g of soil was used. LL=40 and PL= 18. What is the classification of soil.

SC-SM

Expert Solution

This question has been solved!

Explore an expertly crafted, step-by-step solution for a thorough understanding of key concepts.

SEE SOLUTION Check out a sample Q&A here

Step 1

VIEW

Step 2

VIEW

Step by step

Solved in 2 steps

SEE SOLUTION Check out a sample Q&A here

Knowledge Booster

Learn more about

Need a deep-dive on the concept behind this application? Look no further. Learn more about this topic, civil-engineering and related others by exploring similar questions and additional content below.

Similar questions

soil mechanic. Classify the soil according to unified soil classification system USCS; if the following data is given : Passing sieve No. 200 =7% / Passing sieve No. 4 = 40% / D10= 0.18, D30= 0.69 and D60= 3/ LL-28%, Pl=19%
Calculate the coefficient of gradation, Cc. ? Classify the soil by AASHTO and USCS system. (LL = 30, PL = 10) ? Use this given M=Mass of soil retained in pan +∑Mass reatianed in each sieve⇒M=617 gM=Mass of soil retained in pan +∑Mass reatianed in each sieve⇒M=617 g Sieve No. Opening Size (mm) Mass retained (g) %Mass retained=MiM×100=MiM×100 %Cumulative mass retained % Finer 4 4.750 28 =28617×100%=4.54%=28617×100%=4.54% 4.54 95.46 10 2.0 42 =42617×100%=6.81%=42617×100%=6.81% 11.35 88.65 20 0.850 48 =48617×100%=7.78%=48617×100%=7.78% 19.13 80.87 40 0.425 128 =128617×100%=20.74%=128617×100%=20.74% 39.87 60.13 60 0.250 221 =221617×100%=35.82%=221617×100%=35.82% 75.69 24.31 100 0.150 86 =86617×100%=13.94%=86617×100%=13.94% 89.63 10.37 200 0.075 40 =40617×100%=6.48%=40617×100%=6.48% 96.11 3.89 Pan 24 =24617×100%=3.89%=24617×100%=3.89% 100 0 Now, to plot the GSD curve, the % finer is kept on the vertical axis and the opening size are kept on the horizontal axis -…
The following are the results of a sieve and hydrometer analysis. Draw the grain -size distribution curve Determine the percentages of gravel, sand silt and clay. UC, CC and S Classify the soil according to USDA. Classify the soil according to ASHTOO. X=1.6 y=2.8
Show me the diagram also ,.soil
Classify the soil using AASHTO. The liquid limit and plastic limit are found to be 30 and 20, respectively. The following data are obtained: Percent passing No. 4 sieve: 100% Percent passing No. 10 sieve: 91% Percent passing No. 40 sieve: 60% Percent passing No. 200 sieve: 20%
Q 03: (a) Draw graph (using graph paper or excel) for soil 1 and 2 given in problem 2 and paste it in the following?(b) Calculate D10 D30 and D60 for Sieve Analysis plot in section (a) and calculate Coefficient of Uniformity and Coefficient of curvature for both soils. Also comment if the soils are well graded or poorly graded and which soil is better graded in comparing to other in case of soil 1 and 2.
The moist unit weights and degrees of saturation of a soil are given in the table. y (kN/m3) S(%) 16.62 50 17.71 75 Determine: a. e b. Gs Show handwritten solutions.
For a given soil, show that
Describe the Relationship between volume and weight/mass of a soil bulk.
For a soil, given e= 0.75, w= 22%, Gs= 2.66, calculate the dry density of soil in slug/ft3. Note ρ of water= 1.94 slug/ft3 a. 3.8 b. 2.95 c. 3.6 d. 2.85 With fbd if necessary
The given data shows a sieve analysis of a soil sample. Classify the soil using AASHTO Method. Tables are provided below. Sieve No. Diameter (mm) Percent Passing No. 4 4.760 73 No. 8 2.380 55 No. 10 2.000 49 No. 20 0.840 48 No. 40 0.420 45 No. 60 0.250 36 No. 100 0.150 29 No. 200 0.075 24 Characteristics of No. 40 Fraction LL -- PL -- A. A-2-4(0) B. A-3(0) C. A-2-5(0) D. A-1-a(0) E. A-1-b(0)
The results of the particle-size analysis of the soil are as follows: Percent passing No. 10 sieve = 100; Percent passing No. 40 sieve = 80; Percent passing No. 10 sieve = 58.The LL and PI of minus No. 40 fraction of the soil are 30 and 10 respectively. Classify the soil by USCS system a. CH b. SP-SC c. CL-ML d. CL-ML