Types of soils and how they are classified
Answer to Problem 1RQ
Soils are classified based on particle size and physical properties. The types of soil include gravel, sand, silt, clay, and organic matter.
Explanation of Solution
The classification of soils is done based on the particle size and their physical properties. They are segregated with the help of sieve analysis. They are mostly classified in the following five types,
A. Gravel:
It is a hard rock material with particle size greater than 6.4mm but less than 76mm.
B. Sand
The particle size ranges from 0.050mm to 6.3mm which are too small to handle individually. Sand possesses high permeability and therefore has excellent drainage characteristics.
C. Silt
The particle size of silt ranges from 0.002mm to 0.05mm. It is also known as fine sand.
D. Clay
It is a cohesive soil and it expands when it absorbs water. The particle size of clay is less than 0.002 mm.
E. Organic matter
It refers to partly decomposed plants and animals.
Want to see more full solutions like this?
Chapter 5 Solutions
Construction Materials, Methods and Techniques (MindTap Course List)
- Problem 2: Given: A 25"x25" column is subject to a factored axial load of Pu=1,200 kips, and factored design moment of Mu-354 kips-ft. f'c 4,000psi, fy = 60,000psi. Determine the required steel ratio (p) and ties. Sketch the design. 2.0 P=0.08 INTERACTION DIAGRAM R4-60.9 fc-4 ksi 1.8 1,- 60 ksi 0.07 7=0.9 1.6 16 0.06 Kmax 0.05 1.4 f/f, = 0 0.04 90 K₁ = P₁/f'Ag 1.2 0.03 0.25 0.02 1.0 0.01 0.8 0.6 0.4 €= 0.0035 0.2 €,= 0.0050 0.0 h yh 0.50 0.75 1.0. 0.00 0.05 0.10 0.15 0.20 0.25 0.30 0.35 0.40 0.45 0.50 R₁ = P₁e/f'Aharrow_forwardGiven: A 25"x25" column is subject to a factored axial load of Pu=1,200 kips, and factored design moment of Mu=354 kips-ft. f'c 4,000psi, fy = 60,000psi. Determine the required steel ratio () and ties. Sketch the design.arrow_forwardSee Figure (1) below. A 14 in. wide and 2 in. thick plate subject to tensile loading has staggered holes as shown. Compute An and Ae. P 2.00 3.00 4.00 3.00 2.00 ΕΙ T A B C F G D S = 2.50 3/4" bolts in 13/16" holes 14x12 PL Parrow_forward
- No ai answers okk only human experts solve it correct complete solutions okk only Civil Engineering experts solve it okkkarrow_forwardNo ai answers okk only human experts solve it correct complete solutions okk only Civil Engineering experts solve it okkk....arrow_forwardProject management questionarrow_forward
- No ai answers okk only human experts solve it correct complete solutions okk only Civil Engineering experts solve it okkk.....arrow_forwardOnly 100% sure experts solve it correct complete solutions ok fastarrow_forwardIf a contractor has to quit a project due to a lack of funds what would be the best way to handle the breach of contract?arrow_forward
- To determine the elevation of a point such as B in Fig. 24 in the text, the following procedure was used: With the transit set up over a point such as A whose elevation is 128.3 ft, the height of the transverse axis above A was 4.84 ft and the vertical angle b between the horizontal line CD through the transverse axis and the line of sight to the point B was +12º 42'. Then a point such as E was marked on the ground on the line between A and B and at a horizontal distance from A equal to 50.00 ft. Finally, with the transit set up over the point E, the difference in elevation between the point A and the transverse axis F of the transit at E was found to be 3.47 ft, and the vertical angle d between the horizontal line through F and the line of sight to the point B was +18º 07'. The elevation of the point B isarrow_forwardWhich of the following statements is not true when considering precision in surveying?A. Measuring angles to the nearest minute and distances to the nearest hundredth of a foot is usually sufficient for locating theroute of a highway.B. A very accurate survey provides a very high degree of precision.C. Precision is defined as the degree of correctness applied in instruments.D. The most precise instruments can produce inaccurate results i f subjected to mechanical or human error.arrow_forwardWhich of the following is not desirable when marking a transit point for conducting a survey?A. Embedding a nail into soft concreteB. Driving a tack flush with the top o f a wooden hubC. Chiseling a cross on an embedded rockD. Driving a nail with flagging into undisturbed eartharrow_forward
- Construction Materials, Methods and Techniques (M...Civil EngineeringISBN:9781305086272Author:William P. Spence, Eva KultermannPublisher:Cengage Learning