Answered: The ratio of saturated unit weight to…

The ratio of saturated unit weight to dry unit weight of a soil is 1.25. If the specific gravity of solids (G) is 2.65, the void ratio of the soil is (a) 0.625 (c) 0.944 (b) 0.663 (d) 1.325

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 3.18P

See similar textbooks

Related questions

Q: should assume both materials exhibit linear elastic behaviour. The concrete cracks in tension at…

A: Answer We are given rectangular hollow steel section filled with concrete with dimensions as shown…

Q: samples. Determine the MPN/100 mL using (a) the Poisson distribu- tion [Eq. (2.90)], (b) the MPN…

A: Most probable number (MPN) = It is a method to analyze the numbers of bacteria in a sample of water.

Q: 2. A connection is made from two 1.9 cm bolts in parallel, placed on a 21.6 cm wide steel bar. The…

A: Given data:- Diameter of bolts,d = 1.9 cm Thickness of steel bar, t = 2.54 cm Ultimate strength of…

Q: ll Seepage takes place around a retaining wall shown in Figure P2.9. The hydraulic conductivity of…

Q: What events have caused the demand for electricity to rise in the past hundred to one-hundred and…

A: Diode is a device used to prevent the flow of current in one direction . Solar energy is purest and…

Q: In the penetration macadam construction, the bitumen is O(A) Sprayed after the aggregates are spread…

A: The coarse aggregate of proper shape and size are spread and compacted well . After well compaction…

Q: Compute the maximum bending moment of the given beam below. (kN-m) Note: Use two (2) decimal places…

Q: 3. Discus in brief the different between Materials scientists and Materials engineers? 4. What is…

A: Engineering materials are a class of materials used in the construction of man-made structures and…

Q: The frame ABCD in Figure Q1(a) has pinned support at A and fixed support at D. The frame is…

Q: Liquid is flowing in a pipeline 60 mm in diameter at 9.5 cu. m. per hour. If the density of fluid is…

Q: Select reinforcement for a beam 350 x 700 mm (b x h) to carry dead load moment of 40 kN-m, live load…

A: As per Bartleby's guidelines we are supposed to answer only first question. Kindly repost other…

Q: A cube made of an alloy with dimensions of 50 mm x 50 mm x 50 mm is placed into a pressure chamber…

Q: A cantilever beam AB carries loading as in the figure below. Which one of the following is the SFD…

A: Support reaction : Apply equilibrium condition :∑FY=0RAY-2=0RAY=2 KN∑MA=0-MA+4+2×1=0MA=6 KN×m

Q: For the plane truss shown in the figure, the number of zero force members for given loading is

Q: 6. In case of bridge greater than 10.7m in height and which cannot be inspected from beneath due to…

A: Solution : For bridges larger than 10.7m in height for those bridges which cannot be inspected…

Q: (25) a (6) с LRF D only loading factor. resistance factor. Is only either not bading & resistance. "…

Q: Q4. Consolidation is a term used to describe the volume reduction of: (a) Saturated clay (b) Dry…

A: The definition of consolidation is as follows: Consolidation is the process of reduction of volume…

Q: For the beam shown, a. Determine the maximum flexural stresses in compression and tension. b.…

Q: Pump delivers 0.05 m/s flow of 40°C water, and the intake pipe L = 4m & D = 20 cm. The pump intake…

A: Option (C) is correct.

Q: A pump with 400 mm diameter suction and a 350 mm diameter discharge pipe is to deliver 20,000 liters…

Q: The rectangular channel has a width of 8 ft and transports water at 18(103) ft³ /min. Suppose that…

A: Given :Width (B) = 8 ftDischarge (Q) = 18×103 ft3/min= 18×10360 = 300 ft3/secDepth at section 1 (y1)…

Q: Force Method 3 B The structure shown above has a rotational restraint only at A, and a fixed…

A: Asked: To choose the suitable redundants to apply Force Method to the given statically…

Q: Calculate the limiting length (m) of the offset, if the maximum allowable error in laying offset is…

A: given- maximum allowable error=2oscale of map= 1 cm = 100 m

Q: The cylindrical pressure vessel with hemispherical end-caps is made of steel. The vessel has a…

A: Longitudinal Stress is the vessel has closed ends the internal pressure acts on them to develop a…

Q: Determine the ultimate moment capacity of a reinforced concrete T-beam with the following…

Q: A reinforced earth retaining wall is to be 30 ft high. Backfill: unit weight, 119 lb/ft°, for the…

A: Hi there!! since you have asked multiple questions, we will solve the first question for you. If you…

Q: In an industrial shed an edge support consisting of 2L-110 x 110 mm is to be connected to a 16 mm…

Q: A laminated wooden beam supports a uniform distributed loading of 12 kN/m. Allowable shear stress is…

Q: The beam supports the loads as shown in the figure. Using E = 200 GPa, w = 21kN/m, P= 35 and M=…

A: As per company's guidelines we can only answer first question. Kindly post other questions as…

Q: Consider the structural system shown in the figure under the action of weight W. All the joints are…

Q: Q.81 The point of contraflexure in the beam from C will be 10 kN 10 kN/m 10 m 2 m C

Q: An airfoil shape is shown below. The vectors for the force of the fluid on the airfoil are positive…

A: Drag force:- The resisting force of fluid is known as a drag force. This force is present and works…

Q: Material Strengths: Fy = 248 MPa, Fu= 400 MPa The channel (C200X17.1) is connected with four M16…

Q: Determine the Deflection at the midspan of AB in inches unit. Use the Double Integration Method.…

A: This method entails obtaining the deflection of a beam by integrating the differential equation of…

Q: The void ratio of a soil sample is 1, the corresponding porosity of the sample is

A: Given data : Void ratio (e) is defined as the ratio of volume of void to the volume of solid…

Q: A soil sample having a void ratio of 1.3, water content of 50% and a specific gravity of 2.60, is in…

Q: 2. Use the virtual work method to determine the horizontal deflections at joint C of the frame…

Q: In a cultivated area, the soil has porosity of 45% and field capacity of 38%. For a particular crop,…

A: Given data in question Porosity Field capacity Irrigation efficiency Moisture content Consumptive…

Question

Help

The ratio of saturated unit weight to dry unit weight
of a soil is 1.25. If the specific gravity of solids
(G) is 2.65, the void ratio of the soil is
(a) 0.625
(c) 0.944
(b) 0.663
(d) 1.325

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: Introduction

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

The ratio of saturated unit weight to dry unit weight of dry unit weight is 1.25. If the specific gravity of solids (Gs) is 2.56, the void ratio of the soil is
The mass specific gravity of a soil is 1.95, while the specific gravity of soil solids is 2.7. If the moisture content of the soil be 22%. Determine the void ratio.
Dry soil is mixed with 19% by weight with water and then compacted. The moist soil has a volume of 1x 10 3 m3 and a mass of 1.6 kg. The soil solids have specific gravity of 2.72. 1. What is the dry unit weight of the soil? 2. What is the void ratio of the soil? 3. What is the degree of saturation of the soil?
1. The water content of a 100% saturated soil is 30% and the specific gravity of solids is 2.65. Determine the void ratio and unit weight (kN/m³) 2. A 0.08 m³ sample of soil weighs 1.4 kN. When it is dried out in an oven, it weighs 1.3 kN. The specific gravity of solids is found to be 2.70. Find the water content, void ratio, porosity, degree of saturation and the wet and dry unit weights. 3. A container with soil sample of completely saturated clay weighs 0.7 N. After drying, the weight becomes 0.62 N. The container weight is 0.35 N and the specific gravity of the soil is 2.70. Determine the void ratio, water content and porosity of the original sample. 4. A moist sand sample has a volume of 464 cm³ in natural state and a weight of 8.5 N. The dry weight is 7.4 N and the specific gravity is 2.68. Determine the void ratio, the porosity, the water content and the degree of saturation.
i need the answer quickly
Determine the void ratio of a soil if its bulk density is 2.06 g/cc and it has a moisture content of 24 percent. the specific gravity of the soil particles is 2.75. Also determine its dry density and degree of saturation.
Quick
The water content of a 100% saturated soil is 30%, and the specific gravity of solids is 2.50. Required: Determine: a. the void ratio to the nearest thousandth b. the unit weight in lb/ft3, to the nearest tenth
The Atterberg limits of a clay soil are: Liquid limit = 75%; Plastic limit = 45%; and Shrinkage limit = 25%. If a sample of this soil has a volume of 30 cm3 at the liquid limit and a volume 16.6 cm3 at the shrinkage limit. Determine the specific gravity of solids, shrinkage ratio, and the volumetric shrinkage.
3.) A saturated soil has the following characteristics: Initial volume: 25 cm3 Final volume: 16 cm3 Mass of Wet Soil: 45 g Mass of Dry Soil: 31 g a.) Determine the shrinkage limit of soil. b.) Determine the shrinkage ratio. c.) Determine the specific gravity of soil solids.
The Atterberg limits of a clay soil are 72%, 40% and 23%. If a sample of this soil has a volume of 29.5 cm³ at the liquid limit and a volume 16.4 cm3 at the shrinkage limit, a. determine the specific gravity of solids determine the shrinkage ratio b.
1. A cube of moist soil weighs 330 lb and has a total volume of 3.00 ft³. The moisture content is 27.0% and the specific gravity of solids is 2.72. Compute the void ratio, degree of saturation (%), and dry unit weight (lb/ft³) of this soil.