A soil sample has a volume of 29cm^3 and a mass of 45.5 g in its natural state in the field. After drying the mass of the sample reduced to 32g. if specific gravity of solids is 2.66. find a) water content b)Vs, Va, Vw c)void ratio d) Vw in 1m3 if the soil was fully saturated
Q: A portal frame P Q R as shown in figure has a fixed support at P and free end at R. A point load of…
A: For a portal frame PQR as shown below,fixed support at P and free end at Rpoint load of 3 kN is…
Q: The beam is constructed using 2 boards and 3 rows of nails spaced equally. A shear force is applied…
A: The moment of inertia
Q: 4.23 The velocity components of u and v of a two-dimensional flow are given by u = ax + bx x²y² and…
A:
Q: The beam cross-section shown below has 90 kip-ft of bending moment applies to it. calculate the…
A: Maximum bending moment (M) = 90 kip-ft Determine the maximum compressive bending stress about…
Q: Consider a composite shaft of steel and aluminium having length L and fixed at one of the ends as…
A:
Q: Determine the support reactions of the following structure applying the principle of minimum strain…
A:
Q: A jar test reveals that the optimum alum coagulant dose is 50 mg/L at a pH of 8.1 and a temperature…
A:
Q: The table below presents the information on solid waste generation, cost of transport, and cost of…
A: Let's calculate the total cost of transportation and disposal for each collection site accurately,…
Q: A suspension cable, having hinged supports at same level, has span of 30 m and maximum dip of 4 m.…
A: Span: 30 metersMaximum dip: 4 metersUniformly distributed load (UDL): 20 kN/meter throughout the…
Q: A group of nine piles is arranged in a square pattern and is used as a foundation for column in…
A: Given-9-pile group arranged in a square pattern,Foundation in sand,Diameter d=350 mm=0.350m,Spacing…
Q: loads shown. Does this member have enough strength Assume that . a) Per LRFD b) Per ASD
A: For grade A 36,Dead load =95 kipsLive load =9 kipsNeed to findDoes member have enough strength.(a)…
Q: Determine the angle of rotation
A:
Q: Problem 1A beam with a rectangular section has a width of 200 mm and an effective depth of 600 mm.…
A: Answer is given below in brief explanation.Explanation:Beam Analysis:Given:Width (b) = 200…
Q: 2. A four zones city has two residential zones A and B, generating 725 and 575 trips, respectively.…
A:
Q: A transition curve is to be provided on a 2 lane road on a mountainous terrain for which design…
A: A transition curve is to be provided on a 2 lane road on a mountainous terrain.The design speed is…
Q: A pin-jointed 2-D truss is loaded with a vertical load of 10 kN as shown in figure. The…
A: For Given arrangement,To find the horizontal displacement at C
Q: The velocity distribution in a boundary layer is given by 1 ㅎ= (중)2 where u is the velocity at a…
A: The velocity distribution is given by:where u is the velocity at a distance y from the plate, is the…
Q: Calculate the moment of the below forces about point A Calculate the moment of the below forces…
A:
Q: 7 kN ↑ 4 m ✓ 5 kN/m pin 2x3 m All
A:
Q: WHAT IS THE DIMENION(UNIT) OF THE FOLLOWING PARAMETERS I)RATIO OF RESERVOIR STORAGE TO ANNUAL…
A: The ratio of reservoir storage to annual runoff of the river feeding it is dimensionless.This is…
Q: Consider the problem of traffic flow on a three-lane (one direction) freeway which can be described…
A:
Q: A filter press with an effective filtering area between 350m^2 operates constantly maintaining a…
A: The objective of the question is to calculate the resistance of the filter media in a filter press…
Q: Compute the available block shear of the gusset plate a) Per LRFD b) Per ASD
A: The gusset plate given as belowNeed to findAvailble block shear failure (a) Per LFRD(b) per ASD
Q: The Safety Performance functions for injury, fatal and property damage only crashes are:SPinj =…
A: The objective of the question is to determine the long term average number of injury, fatal and…
Q: 17. COMPLETE THE FOLLOWING INSERT CODE IN INCHES: MG 43 18. COMPLETE THE FOLLOWING INSERT CODE IN…
A: 17. It is made up of CNMG432 1/2" inner circle , 1/32" corner circle and 80° Diamond woth 0°…
Q: Using the figure and the included equations, determine the following: a. The signal phasing plan…
A: NOTE : Since you have posted a question with multiple sub-parts, we will solve the first three…
Q: Develop the global stiffness matrix [K] for the spring assemblage shown below using the…
A: general spring mass system considered and solved the steps followed below can be replicated for…
Q: Q.2 The simply supported steel beam shown in Fig. 2 has a span of s 24 ft. with flange having full…
A: The objective of the question is to select a suitable A992 steel W-section for a simply supported…
Q: A solid cone of radius ro and vertex angle 20 is to rotate at an angular velocity w. The cone is…
A: Object: Solid coneDimensions: Radius: Vertex angle: 2θHousing: Present, with a gap between the…
Q: What is the total system travel time? t₁ =50+q t₂ = 109₂ N1 10+93 N2 1094 50+95 D
A: Given:Demand from O to Dtripsand UE travel timeTo find the total system travel time.
Q: what would the ground-level concentration of CO be 400m downwind
A:
Q: Analyse the beam loaded as shown in Figure. 7, by the slope-deflection method if the support 'C'…
A:
Q: QPut a Circle around the CORRECT Answer. 1-An agricultural farm is cultivated by mixed crops. The…
A: dR = 0.9 m hc = 0.3 m
Q: 2) Determine the tension on AB and AC and force along AD for equilibrium of the 350 kg crate. 6.5 m…
A:
Q: Typical W18 X 55 floor beams of an office building are spaced at 12 feet center to center supporting…
A: Beam: W18 X 55selfweight = 55 lb/ftbeam spacing =12 feet center to centersuperimposed deadload = 90…
Q: For a square where diagonals are horizontal and vertical, the ratio of maximum shear stress to shear…
A: For a square where diagonals are horizontal and verticalTo find the ratio of maximum shearstress to…
Q: A flat sheared connection plate 12" wide is to have 3-1" bolts vertically placed, answer the…
A:
Q: A triaxial test is conducted on a soil sample which was consolidated under a cell pressure of 550…
A: A triaxial test was conducted on a soil sample.The sample was first consolidated under a cell…
Q: uplift pressure is 100 per cent at heel, 50 per cent at line of gallery and zero at toe, weight of…
A:
Q: Problem 2A beam with a rectangular section has a width of 250 mm and a height of 575 mm. It is…
A: Answer is given below in brief explanation.Explanation:Beam Analysis:Given:Width (b) = 250 mmHeight…
Q: 1. Select an ASTM A50 steel (F, = 345 MPa) W shape column that supports beam framing into it as…
A: Note: Since you have posted multiple questions, we will provide the solution only to the first…
Q: with
A: Wind speed = 90 mphmean height of roof = 30 ftdimension of building = 100*100 (ft*ft)Exposed…
Q: I. True or False. Write TRUE if the statement is correct and FALSE if the statement is incorrect. 1.…
A: Given statements:1. Stress is pressure exerted on a material object; it may have a unit of kN.2.…
Q: 5. Assume a project where all possible receipts and payments, including the retention, are due one…
A:
Q: An m = 6.60-kg clay ball is thrown directly against a perpendicular brick wall at a velocity of 22.0…
A: impulse applied by the wall on to the ball II= 2640×0.11=290.4 N.susing conservation of linear…
Q: Assuming the conduit in the figure is a 42” rough concrete pipe flowing full: a) Calculate the head…
A: a.) Head loss = 92.22 ft.b.) Velocity = 26.52 ft/sec ; Q = 255.15 ft^3/secc.) Velocity =…
Q: Show your work please.
A:
Q: Example:- The design data shown in table, are used in the sample of paving mixture. Calculate…
A:
Q: Develop the global stiffness matrix [K] for the spring assemblage shown below using the…
A: The global stiffness matrix [K] for the spring assemblage shown can be developed as…
Q: Bjælkens tværsnit har bøjningsstivhed EI = 2.10¹2 Nmm² og aksialstivhed EA = 500 -10° N.
A:
A soil sample has a volume of 29cm^3 and a mass of 45.5 g in its natural state in the field. After drying the mass of the sample reduced to 32g. if specific gravity of solids is 2.66.
find
a) water content
b)Vs, Va, Vw
c)void ratio
d) Vw in 1m3 if the soil was fully saturated
AI-generated content may present inaccurate or offensive content that does not represent bartleby’s views.
Unlock instant AI solutions
Tap the button
to generate a solution
Click the button to generate
a solution
- Afalling-head permeability test is performed on a fine-grained soil. The soil sample has a length of 120 mm and a cross-sectional area of 600 mm2. The water in the standpipe flowing into the soil is 0.60 m above the top of the sample at the start of the test. It falls 50 mm in 30 minutes. The standpipe has a cross-sectional area of 200 mm2. (a) Make a sketch of the described conditions. (b) What is the coefficient of permeability in millimeters per second? (c) What is the coefficient of permeability in feet per minute? (d) On the basis of the calculated value for khyd, what is the probable soil type?A soil sample was determine in the laboratory tohave a liquid limit of 41% and a plastic limit of21.1%. if the water content is 30%, determine thefollowing:a. Plasticity indexb. Liquidity indexc. What is the characteristics of soil?-liquid-plastic-dense-brittle solidQ1. Undisturbed soil sample was collected from the filed in Melbourne in steel tube for laboratory evaluation. The tube has the diameter of 85 mm, length of 170 mm and the moisture weight of 1600 g. If the oven-dried weight was 1200 g and Gs = 2.69, calculate the followings:a) Bulk unit weight (?) in kN/m3b) Field moisture content (w)c) Void ratio & porosity (e and ⴄ) d) Degree of saturation (Sr)
- VA soil sample has a weight of 0.7 kg and the volume was found to be 3.5 x 10-4 m3 . After drying out the weight was reduced to 0.6 kg. The particle specific gravity test gave 2.6. Determine: a) Moisture content b) Dry density c) Bulk density d) Void ratio e) Porosity f) Sr%.Example 1 For a soil specimen; given that The moist mass of soil specimen is 20.7 kg Specimen's volume measured before drying is 0.011m³ Specimens dried mass is 16.3kg Specific gravity of solids is 2.68 Determine the following a) Void ratio b) Degree of Saturation c) Wet unit mass, dry unit mass d) Wet unit weight e) Dry unit weightThe volume if the soil sample measured before drying is 11 cu.cm. The wet weight of soil is 207 g and the dried wet of the soil sample is 163 g. If the sp.gr. of soil is 2.69, determine the following:a) Void ratiob) Degree of saturationc) Dry unit weight a zero air voids
- The field weight of soil sample is 1900 kg/cu.m. andthe unit weight of the soil particle is 2600 kg/cu.m.a) Compute the dry unit weight if the moisturecontent is 11.5%b) Compute the void ratioc) Compute the degree of saturationThe volume if the soil sample measured befored rying is 11 cu.cm. The wet weight of soil is 207 g and the dried wet of the soil sample is 163 g. If the sp.gr. of soil is 2.69, determine the following: a) Void ratio b) Degree of saturation c) Dry unit weight a zero air voidsThe volume of the solids is 65cc. The wet weight of the soil is 198g having a saturation at 48% and the dried weight is 176g. Determine the following: a. Total volume of the sample, cc. b. Volume of the voids, cc. c. Air void ratio, %.
- (c) A sample of clay having a mass of 675 gm was coated with paraffin wax. The combined mass of the clay and the wax was found to be 682 gm. The volume was found by immersion in water as 345 ml. The sample was then broken to open. The water content and specific gravity of solids were found to be 15 % and 2.70 respectively. Calculate the bulk density of soil, its void ratio, and degree of saturation. Take specific gravity of wax as 0.89.Classify the soil sample using AASHTO Classification System. Passing No. 10 = 89 % Passing No. 40 = 64 % Passing No. 200 = 48 % Plasticity for the minus No. 40 fraction: Liquid Limit = 36 % Plastic Limit = 27 % O GI = 2.0 O A-6 (2) O A-5 (0) O A-4 (2) O A-7-5 (0) O GI = 1.0 O GI = 0a soil sample was determined to have a water content of 8% and a degree of saturation of 42%. After adding some water, the degree of saturation was altered to 53%. take the specific gravity of the soil solids to be 2.7. assuming no change in the volume of the voids, determine the following A. void ratio B. water content% C. bulk specific gravity of the mass of the sample in the altered state.