Approximate ratio of the permeabilities of twoclay soils, having D₁0 values of 0.8 mm and 0.4mm respectively, is10(a) 0.25(c) 2(b) 2.05(d) 4

given- D10=0.8 mm & 0.4 mmratio of permeabilities is required.

Answered: Approximate ratio of the permeabilities…

Approximate ratio of the permeabilities of two clay soils, having D₁ values of 0.8 mm and 0.4 mm respectively, is 10 (a) 0.25 (c) 2 (b) 2.05 (d) 4

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

See similar textbooks

Related questions

Q: Q.19 A single pile, 60 cm in diameter and 15 m long, is driven in clay having an average unconfined…

Q: 21. Estimate the number of bags of cement for the concrete slab on fill, if Class C mix ratio…

Q: Use Virtual Work Method to answer the questions below considering the truss shown. Use the…

A: Truss : Truss is a structure in which number of members are connected to each other and forms a…

Q: I A pump impeller is 37.5 cm in diama and discharges water with velocity components of 2 m/s and 12…

Q: need asap pleaseeeee

Q: steel pressure vessel (_y = 250 MPa, E = 200 GPa) has a length of 4 m and a diameter of 1.2 m…

Q: A simply supported rectangular concrete beam 6m long is reinforced with four-28mm diam tension bars…

Q: For the beam shown, determine the maximum deflection, El-1x10. 4 kN/m A — 3 m B MAJ +12% = 12X 35…

Q: Problem 1 A square footing having a dimension of 3.5m is supported by a soil (dense sand) with the…

A: Note: Hi! Thank you for the question As per the honour code, We’ll answer the first question since…

Q: A shear vane of 7.5 cm diameter and 11.0 cm length was used to measure the shear strength of soft…

A: Given data- Torque T=600 kg-cmdiameter d=7.5 cmlength L=11 cmTo Find-Shear strength &…

Q: Q.130 A chain, working a crane, has sectional area of 625 mm² and transmits a load of 10 kN. When…

A: Given data- sectional area A=625 mm2load P=10 kNloading rate=40 m/minlength of chain=10 mE=200 GPa…

Q: A b) B a F In the accompanying figure, F = 1772 N, a = 60° and 0 = 54° and the components of F along…

A: Given data:- The given Force, F=1772 N The given angle, α=60° The given angle, θ=54°

Q: A field is in the form of a regular pentagon. If the bearing of side EA is N 43° 18' E, determine…

Q: 1. determine the support reactions; 2. determine the maximum shear by the Area-Method; 3. draw the…

A: AS per our company guidelines we are supposed to answer only first three subparts kindly repost…

Q: For the beam of section shown, the bending moment =800 kN.m and shear force M 12.5 kN determine the…

A: Given data in question Moment Dimensions Shear force To find out Maximum bending stress Maximum…

Q: A man, 65 kg, descends to the ground with the help of a parachute, 18 kg. The parachute is…

A: given- mass of man m=65 kgparachute mass mp=18 kgdia=2 mdensity d=0.00125 g/cm3

Q: a) Compute the member forces of the given truss system and specify whether the member is in tension…

A: "Since you have asked multiple question we will solve the first for you if you want any specific…

Q: d) How many bags of cement is needed if Class B 1:3 Mixture is required? WF=3% No. of 40kg bags e)…

A: Given, 1 : 3 Mortar Waste factor (WF) = 3%

Q: This is a four-part problem. A trapezoidal channel of 3.5:1 side slope and 4 ft bottom width,…

Q: The solid shaft (G=70 GPa) has a diameter of 40 mm. Calculate: a. The magnitude and direction of the…

Q: The floor of a classroom is made of 125-mm thick lightweight plain concrete. If the floor is slab…

A: Given Data Thickness of the classroom floor=125 mmThe length of the slab=9 mThe width of the slab=10…

Q: Q2). A 20m steel tape supported at both ends was used to measure horizontal distance of CD at a…

Q: Problem 2 For the beam shown in the figure A) Draw the shear-force and bending-moment diagrams for…

Q: 3- determin the value settlement in Point B? w= 10 kN/m B-P EI = S B (finite element Phesug

A: The given beam is an example of Cantilever beam. One end fixed and other end free. The UDL Uniformly…

Q: Q6 Undamped SDOf system is Subjected to harmonic excitation - Resonance occurs, when the exciting…

Q: Determine the force in each member of the loaded truss. Discuss the effects of varying the angle of…

Q: Determine the reactions at the supports of the beam which is loaded as shown. Answers 830 N/m Ax =…

Q: Determine the x- and y-coordinates of the centroid of the shaded area. Ti 0.68 al IK Answer: (x, y)…

Q: ANALYSIS OF FINK ROOF TRUSS GENERAL DATA IN DETERMINING THE DESIGNING STRESSES OF A FINK ROOF TRUSS…

Q: The moisture content of wood test was performed according to ASTM D4442procedure and produced the…

A: Given:- Mass of specimen in the green condition = 317.5 gMass of oven-dry specimen = 203.9 g To…

Q: -100 ft- B The cable in Fig. 5-5a supports a girder which weighs 850 lb/ft Determine the tension in…

A: Given that :

Q: B- In the water flow over the spillway in the Fig. 3, the velocity is uniform at section 1 and 2 and…

Q: Example 2.36. A railway is laid so that there is no stress in the rails at 8°C. Calculate (a) the…

A: Given :

Q: Q6) Define the following words. 1-Optical Square 2-Bench Mark (B.M)

A: Surveying:- The survey is a science or art to locate an unknown point with respect to a known…

Q: dVdr=π2rh3=π×2×10.5×203=140π

A: Given data: The equation given in the question is as follows: dVdr=(π2rh)/3=π*2*10.5*20/3=140*π

Q: 0 = 72° F 1 = 50°

A: Given data:- The given force 1, F1=7 N The given force 2, F2=2 N The given angle, θ=72° The given…

Q: Calculate the moment of inertia of the shaded area about the axis. Hs centroid. 90 mm -50 mm 30 mm…

A: Given A cross section Required Moment of inertia about centroidal x axis

Q: 5.7. In an old map, a line AB was drawn to a magnetic bearing of 5° 30' the magnetic declination at…

A: Given :

Q: What standard PG asphalt binder grade should be selected under the following conditions:The…

A: The given data is shown below: Maximum mean temperature=57°CStandard deviation=2°CMinimum mean…

Q: 3cm of net rain fell on a catchment during a one hour storm. The resulting total flow in the river…

A: Given values: 1 hour storm net rainfall = 3 cm Base-flow = 3 m3/s From the given values of time and…

Q: Find the force CD. The force is positive if in tension, negative if in compression. Answer: CD = i L

A: Given A truss Required Force in member CD

Q: An asphalt concrete specimen has the following properties:Asphalt content = 5.5% by total weight of…

A: Given:- Asphalt content = 5.5% by total weight of mixBulk specific gravity of the mix =…

Q: 60KN 1m 40KN/m 3m 1m 120KN-m दिल

Q: Example 16.14 Design a friction pile group to carry a loading of 3000 kN including weight of pile…

A: Given- Let us design a square pile group of 0.5 m diameter pile with length of 12 m. Let us assume…

Q: Calculate the moment of inertia of the shaded area about the x-axis. 78 mm 78 mm 58 mm Answer: Ixi…

Q: Q4) For the horizontal curve in figure below, deflection angle (31 24), point of tangent (15+08).…

A: Answer We are given Deflection Angle I = 31o24' Station at PC = 12+04.018 Station at PT = 15+08 Let…

Q: Please show clear and complete solutions. Box the final answers. M 10' Answer: CD i A L B L 6 panels…

Q: 21). The following consecutive readings were taken along a straight line from station (11+090) to…

A: Given reading are:- 0.680,1.455,1.855,2.330,2.885,3,380,1.055,1.680,2.265,3.540,0.835,0.945,…

Q: SITUATION 27: A soil has a unit weight of 18.5 kN/m³ and a cohesion of 30 kPa. The angle of internal…

A: Given: Cohesion Angle of internal friction Depth of foundation Factor of safety To find: Allowable…

Q: m 3m 20 KN/m

Concept explainers

Soil engineering for highway design

Soil engineering is a part of geotechnical engineering that deals with the characteristics of soil. It also helps to understand the behavior of the soil in different conditions. The basic concepts of soil are studied to check the strength, compressibility, and porosity of the soil. This makes soil engineering an important topic for civil engineering.

Question

Approximate ratio of the permeabilities of two
clay soils, having D₁0 values of 0.8 mm and 0.4
mm respectively, is
10
(a) 0.25
(c) 2
(b) 2.05
(d) 4

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

b) Determine D10, D30 and D60 for each soil. c) Calculate the uniformity coefficient and coefficient of gradation Cu and Ccrespectively.
A 100-gram soil has the following amount adsorbed cations: 5 m.e. of H+; 4 m.e. of Ca2+; 3 m.e. of Na+; 5 m.e. of K+ and 4 m.e. of Mg2+. Compute for the following: a. CEC (m.e./100g) = b. % base saturation =
A soil specimen having a volume of 0.012 m3 has a specific gravity of 2.60. It has a moist mass of 20.6 kg and a dried mass of 16.1 kg. Compute its void ratio.
A Sample of moist soil has a water content of 17.30% and the moist unitweight of 18.20 KN/cu.meter. The specific gravity of the soil is 2.55. Computethe degree of saturation and the value of void ratio.
The soil with specific gravity (Gs) of 2.61 has a water content of 45%. The void ratio is 0.67, and the dry density is 16 kN/m3. Calculate the Gs if the soil is in dry condition.
A soil sample in its natural state has a weight of 2.30kg and a volume of 1.15x10^-3 m^3. Under an over dried state, the dry weight of the sample is 2.035 kg. Gs=2.7 Determine the degree of saturation and the air content
A soil specimen having a volume of 0.012 m3 has a specific gravity of 2.60. It has a moist mass of 20.6 kg and a dried mass of 16.1 kg. Compute its degree of saturation.
The saturated unit weight and the water content in the field are found to be 18.55 kN/m3 and 33%, respectively. Determine the specific gravity of the soil solids.
A soil has a weight of 195 kN and occupies a total volumen of 0.009 m3. When oven-dried, the weight of the soil is 175kN. If the specific gravity of the soil is 2.75 and its void ratio is 0.43. Compute the Degree of Saturation.
The degree of saturation of a soil is 55% and the moist unit weight is 16.66 kN/m3. When the moist unit weight increased to 92 kN/m3, the degree of saturation increased to 82.2%. Determine: Gs Void ratio
A 0.082-m3sample of soil weighs 1.445 kN. When it is dried out in an oven, itweighs 1.301 kN. The specific gravity of solids is found to be 2.65. Find the watercontent, void ratio, porosity, degree of saturation, and wet and dry unit weights.
A soil sample has a unit weight of 1.9 g/cc and w=12%. If Gs of solids is 2.65, determine the dry density in g/cm3.