Question The value of porosity of a soil sample in which the total volume of soil grains is equal to twice the total volume of voids would be
Q: Obtain a Unit Hydrograph for a basin of 350 sq. km of area using the stream flow tabulated data.…
A: Given Basin area = 350 km2
Q: Q7. Capillary A 0.4 mm diameter glass tube is inserted into water at 15 °C in a cup. If the contact…
A:
Q: In a pure shear condition, the maximum value of shear stress is observed to be 20 MPa element shown,…
A:
Q: I=3x10 mm* 4 m 25 KN I= 2 x 10³ mm 4m 10 kN A
A:
Q: Stadia Tacheometric Survey Problem 3. In the figure, the difference in elevation between observed…
A:
Q: The change in length of diagonal AB is un
A:
Q: 85 In a pure shear condition, the maximum value of shear stress is observed to be 20 MPa for an…
A:
Q: A flexible pavement has the following class of loads during a particular hour of the day, i. 80…
A:
Q: Assuming that 30% of the rainfall runs off, the volume of runoff (acre-feet) from a storm with a…
A: Since you have asked multiple question, we will solve the first question for you. If you want any…
Q: A large soil sample obtained from a test pit has a wet mass of 29.25 kg. The in-place volume…
A:
Q: A catchment area of 30 km² has one recording raingauge during a period of storm the following values…
A:
Q: Situation 2. A granular soil located in a borrow pit is found to have an in place dry density of…
A:
Q: The beam has a moment of inertia of /= 125(106) mmª. Determine the slope of the beam at B. E= 200…
A: Given : I = 125 X 106 mm4 E = 200 GPa Determine the slope of the beam at B?
Q: A portion of a medium-weight concrete masonry unit was tested for absorption and moisture content…
A: Given data:- The given mass of unit as received, Wr=5435 gThe given saturated mass of unit, WS=…
Q: . What is the height above MSL at which an aircraft must fly
A: Given data, Focal length,fl= 20 cmAverage elevation,S=1200 mFind the height above MSL at which an…
Q: Q-5) In a three-layered soil system, the thicknesses of the top and bottom layers each are half the…
A: Given- Three layered soil system- K=permeability, t=thickness, It is needed to find the equivalent…
Q: maximum permissible cant
A: Given, Radius for a railway lines curved section R= 875 mLength,l= 200 mAllowable speed,V=100…
Q: A singly reinforced beam of dimension 200 x 350 is reinforced with 3-25mm at the bottom. If the…
A: When an element is subjected to a bending moment, the effective depth is the distance between the…
Q: Q-A pelton wheel works under a head of 400m. Friction loss through the pipe flow is limited to 10%.…
A: Given- Head H=400 m, Friction loss =10%, Coefficient of velocity Cv=0.98, g=10 m/s2, It is needed to…
Q: A discharge of 1 cumec is flowing in a rectangular channel one metre wide at a depth of 20 cm. The…
A:
Q: Following are the results of a sieve analysis. Determine: a. Cu b. Cc c. So Sieve No. 4 6 10 20 40…
A: Sieve analysis is a method used for determining the particle size distribution of a coarse grained…
Q: Compute the slope and deflection at the free end of the cantilever bean shown. Use Double…
A: Given data Find slope and deflection at free end using double integration method. Assume EI =…
Q: Analyze each of the following structures. Calculate reaction components, and construct shear and…
A:
Q: Consider the truss shown in (Figure 1). Suppose that F1 = 4 kN, F2 = 5 kN and F3 = 7 kN. 1)…
A: Given : F1 = 4 kN , F2 = 5 kN and F3 = 7 kN
Q: Define the nominal, specified (modular), and actual dimensions of clay bricks.
A: Clay bricks are made by drying and firing raw materials made of clay or shale to create a sintered…
Q: With regards to load combinations, what happens if you were not able to consider other static load…
A:
Q: . A 5° curve intersects a property line CD at point D. The back tangent intersects the property line…
A: Chainage of PC = 2+040 Angle C = 110°50' Length from PC to C = 105.72 m Degree of curve = 5° To…
Q: kN/m' and flange width Find the shear live (VL) and (V₁) for int и Q5/ The given data of a deck slab…
A:
Q: 3. Determine the slope and vertical displacement of point A on the beam shown in the accompanying…
A:
Q: The coefficient of static friction between A and Cand between B and D is us = 0.35, and between A…
A: Given : Coefficient of static friction between A and C and Between B and D = 0.35 and 0.47…
Q: Solve the question provided below using a graphical solution technique. Your drawing should be to…
A:
Q: the dry mass is 47.7 kg. The specific gravity of the soil solids is 2.70. Determine the wet and…
A:
Q: The constant a for a steel material having an ultimate strength of 106.5
A: Column is an axially loaded vertical member which is used to take compressive load.
Q: In an Oedometer apparatus, a specimen of fully saturated clay has been consolidated under a vertical…
A: Given:- The vertical pressure on the fully saturated clay = 50 kN/m2 The increased vertical stress…
Q: For the beam shown, determine the vertical displacement of point B. Use Virtual Work Method. E = 29…
A: As per bartleby guidelines, only 1st question among multiple questions need to solved. For rest of…
Q: Stadia Tacheometric Survey Problem 3. In the figure, the difference in elevation between observed…
A:
Q: D-3 ft Slope = 151. a Concrete Pipe with a diameter of 3ft, longitudinal Slope 1.500, a roughness…
A:
Q: The total lost time of a signal is 13 seconds. If the sum of the critical flow ratios, Yc, is 0.834,…
A:
Q: Problem 3. In the figure, the difference in elevation between observed points A and B is 15 m and…
A:
Q: The members CJ and CF of the loaded truss cross but are not connected to members BI and DG. Compute…
A: Given, To determine Forces in BC, CJ, CI, HI
Q: The velocity of a particle moving in the x-y plane is given by (6.93i+ 7.88j) m/s at time t = 4.96…
A:
Q: 6. As part of a road construction project, an excavation that is 2km long by 3m wide and 0.5m deep…
A: Given that, The excavation length = 2km = 2000 metres The excavation width= 3 metres The excavation…
Q: 2. Calculate the cost of excavating a trench of the following dimensions: Length = 1km Average width…
A:
Q: 1. After the Taal Volcano erupted, two personnel from the Philippine Institute of Volcanology and…
A:
Q: lar channel one metr . The 300 bed slope al
A: Given data- Discharge (Q) = 1 m³/s Width of rectangular channel (B) = 1m Depth of rectangular…
Q: Problem 2. Given the following traverse notes for a closed traverse, LINES AB BC CD AZIMUTH 225°…
A:
Q: The major and minor principal stresses at the point are 3 MPa and -3 MPa respectively. The maximum…
A: Introduction : The given question is related with solid mechanics . In this question we are provided…
Q: 1. The plate is horizontal, is in equlibrium, and weighs 1450 N. Determine the tension in cables AB,…
A: The given figure is shown below:
Q: Area of the Triangles are denoted by the following formulas: 1. Basic Formula, A = 12 * base*…
A: Given: From the figure, AC=1690.54 m
Q: Beam AC is attached to the wall and is supported by column BD at the other end, as shown in the…
A: Objective: To determine- A) vertical reaction at A B) load carried by the column at B C) maximum…
Step by step
Solved in 2 steps
- 5. The following information is obtained from a sieve analysis to determine the range of particle sizes in a granular soil sample. Sieve Size Sieve Opening (4.76) Percent Finer#4 4.76 96#10 2.00 80#20 0.84 51#40 0.42 38#60 0.25 25#100 0.149 12#200 0.074 5 Present the information as grain-size curve on semi-logarithmic coordinates of percent finer against particle size diameter. From the plot, determine the uniformity coefficient Cu.For a perfectly dry soil sample having specific gravity of solids as 2.68 and mass specific gravity 1.80, the void ratio of the soil sample is? Take Yw = 1gm/cc. Calculate your answer up to two decimal place.Data for Problems 5.12-5.15 You have collected soil samples as part of the investigation for a dam project. The grain-size distribution data for the four soil samples are shown in Figure 5.8 as curves H, I, J and L From your Atterberg limit tests on the -40 portion of theses samples, you have measured the following data. Percentage finer by weight 100% 80% 60% 40% 20% 0% 0.001 FINES H I J 34 L 18 Use these data to answer Problems 5.12 through 5.15. 0.010 Soil Sample Identification H #200 Liquid Limit Fine 60 46 37 Non-Plastic SAND Plastic Limit 0.100 Particle size (mm) 26 Medium Coarse 1.000 #4 GRAVEL Fine 10.000 Coarse 3° T 100.000 Figure 5.8 Particle size distribution curves for Problems 5.12 through 5.15. 5.13. Determine the AASHTO group classification and group index for soils H through L using the data given above. 5.15. Determine the USCS group symbol and group name for soils H through L using the data given above.
- The following are the data of a soil sample:Sample Size – 2-inch diameter, 4 inches high.Wet weight – 0.401 lbsOven-dry weight – 0.334 lbsSpecific Gravity – 2.68Calculate the following:a. Void Ratiob. Water contentc. Degree of SaturationGeotechnical Engineering Please help me answer this question, and please show your solutions write it properly. Problem 3 A soil sample with a grain specific gravity of 2.67 was filled in a 1000mL container in the loosest possible state and the dry unit weight of the sample was found to be 14.75 N. It was then filled at the densest obtainable state and the weight was found to be 17.70 N. The void ratio of the soil in the natural state was 0.63. Determine the relative density in the natural state.Geotechnical Engineering Please help me answer this question, and please show your solutions write it properly. Problem 1 A soil sample has moist unit weight equal to 16.5 kN/m3), water content of 15%, and specific gravity of 2.70. Find the dry unit weight and the void ratio for this soll Problem 2 A soil sample has a total unit weight of 16.5 KN/m3 and a void ratio of 0.84 The specific gravity of solids is 2.70. Determine the degree of saturation and the moisture content of the soil.
- To prepare a soil specimen of 500 cc volume having 10% water content and 8% air voids, the volume of water to be mixed is_ml. (Take G = 2.7) A 85.2 ml B 12.6 ml C 62.6 ml D 97.8 mlThe laboratory test results of a soil sample are given below Percentage finer than 4.75 mm 60 ; Percentage finer than 0.075 mm = 30 Liquid Limit = 35%; Plastic Limit = 27% The soil classification is8. The following data were obtained: Weight of wet soil = 70.5 g Weight of dry soil = 62.5 g Volume of water before adding soil = 70 ml %3D %3D Final volume of soil-water mixture = 93 ml Total soil volume = 40 cm³ a. Calculate the bulk density. b. Calculate the particle density. c. Calculate the percent pore space. Calculate the volume in cm³, of a soil sample weighing 200 g. Assume the bulk density is 1.3. Mg/m³. 9. (a) Calculate the bulk density of a soil having a total porosity of 45%. Assume the particl density is 2.65 Mg/m³. (b) Calculate the total volume and the volume of solids in 250 g of the above soil. 10.
- PLS. ANSWER ASAP WITH COMPLETE SOLUTION4 DECIMAL PLACES A saturated sample of clay with a shrinkage limit of 22 has a natural water content of 35%.a. What would its dry volume be as a percentage of its original volume if the specific gravity of soil solids is 2.70?b. What would be the void ratio of the soil in its natural water content?c. What is the dry density of the soil sample?Problem: Consider the following effects as indicative of complete saturation of a soil sample: 1. Pore water pressure is positive. 2. Volume of water to volume of voids is equal to 1. 3. Relative density is equal to 1. Which of the above statements are correct? (a) 1 and 2 only (b) 1 and 3 only (c) 2 and 3 only (d) 1, 2 and 3Q3- A sieve analysis on soil sample showed the following results; |Size, mm | 12 4.75 2.00 0.84 0.42 0.25 0.15 0.075 0.001 % finer 100 63 37 49 | 31 25 14 10 | 4 Plot the gradation curve and determine the weight of the gravel, sand, silt and clay if the total weight of the investigated soil mass is (1.3xN) kN. Show the plot and all calculation clearly. (N = 16 )