Showing posts with label Moisture content. Show all posts
Showing posts with label Moisture content. Show all posts

Sunday, January 10, 2021

TYPES OF SOIL TESTING FOR CONSTRUCTION - Soil testing is a very important part of building and road construction. In fact, no construction project can proceed without first making sure the soil can support the load. Thus, the purpose of soil testing for construction is to determine the suitability of the soil for the type of construction to be done. The test is also done to determine the presence of groundwater. There are several different types of preconstruction soil testing. The type of test depends on the properties of the soil. The design of the foundation is based on the soil test report. Some tests are conducted at the construction site while others are done in the laboratory. Moisture Content Test - This is a very important test for building construction. Specific Gravity Test - The specific gravity of any substance is the ratio of density to the density of the water. Dry Density Test - The dry density of soil is the weight of soil particles in a given volume of a sample. Atterberg Limits Test - This test is done on the fine-grained soil to measure its critical water content. There are three limits that determine the properties of fine-grained soil under different conditions: liquid limit, plastic limit, and shrinkage limit. Proctor’s Compaction Test - This test is conducted to find out the compaction characteristics of the soil. The soil sample is air dried and then divided into four to six smaller samples. Their water content is adjusted by adding 3 percent to 5 percent water.

......................................................................................................................................................................................................................................................................................................................................................

5 Types Of Soil Testing For Construction

All American Environmental

 

 

SOIL TESTING FOR CONSTRUCTION

Soil testing is a very important part of building and road construction.

In fact, no construction project can proceed without first making sure the soil can support the load.

Thus, the purpose of soil testing for construction is to determine the suitability of the soil for the type of construction to be done.

The test is also done to determine the presence of groundwater.

Types of soil tests for construction

There are several different types of preconstruction soil testing.

The type of test depends on the properties of the soil. The design of the foundation is based on the soil test report.

Some tests are conducted at the construction site while others are done in the laboratory.

Moisture Content Test

This is a very important test for building construction.

The moisture content of the soil is determined using several methods, including the oven-drying method, calcium carbide method, torsion balance method, Pycnometer method, sand bath method, radiation method, and alcohol method.

The most common method is the oven-drying method, which involves weighing the sample soil, drying it in an oven at a 110 degrees Celsius (+/- 5 degrees), and weighing it again.

The difference in the before and after weights is the weight of water in the soil.

Specific Gravity Test

The specific gravity of any substance is the ratio of density to the density of the water.

It is determined using one of several methods that include the density bottle method, Pycnometer method, gas jar method, shrinkage limit method, and measuring flask method.

Of these, the most commonly used in soil analysis are the density bottle and Pycnometer methods.

Dry Density Test

The dry density of soil is the weight of soil particles in a given volume of a sample.

Its value depends on the void ratio and the soil’s specific gravity. This value is used to classify soil as dense, medium dense, or loose.

The dry density test is done using one of three methods: sand replacement, core cutter, or water displacement.

Of these, the sand replacement and core cutter methods are the more widely used.

Atterberg Limits Test

This test is done on the fine-grained soil to measure its critical water content.

There are three limits that determine the properties of fine-grained soil under different conditions: liquid limit, plastic limit, and shrinkage limit.

a.     In a liquid limit test, a device called a Casagrande’s liquid limit device, which consists of a cup with a mechanism that moves up and down is used to determine the soil’s liquid limit.

b.    In a plastic limit test, water is added to the soil sample to make it plastic. It is then shaped into a ball, which is put into a glass plate and rolled into threads that are 3 millimeters in diameter. If the threads do not break, then the procedure is repeated with a new sample and less water. It goes on until the thread breaks. That is the plastic limit of the soil.

c.     In a shrinkage limit test, a mathematical formula is used to determine the water content that is just enough to fill the voids of the soil.

Proctor’s Compaction Test

This test is conducted to find out the compaction characteristics of the soil.

The soil sample is air dried and then divided into four to six smaller samples. Their water content is adjusted by adding 3 percent to 5 percent water.

The samples are then placed in the Proctor compaction mold in three different layers. Each layer is then given 25 blows from a standard 5.5-pound hammer.

The samples are removed and dried, and their dry density and water content are determined.

A curve is then plotted based on the entire set of results – with the density as a function of water content.

This curve gives an accurate picture of the optimum water content needed to reach the maximum dry density.

When taking samples, remember a soil test is only as good as the sample you take.

Therefore it is important to hire a professional highly experienced environmental company to handle your soil testing for construction.

One that specializes in groundwater and soil testing, investigation, assessment, and remediation.

All American Environmental is that company! We are located in Lake Hopatcong, NJ and provide complete soil testing for construction services throughout northern NJ. Contact All American Environmental, NJ

All American Environmental is a New Jersey based full service environmental consulting and contracting company. We provide environmental walk-thru, sub-surface evaluation, soil sampling and analysis, asbestos remediation, and oil tank replacements. We are fully licensed and insured in the State of New Jersey and have performed over 12,000 tank replacements in the past 20 years. All work is performed under local, state and federal regulations. We provide professional service for both residential and commercial clients.

https://allamericanenviro.com/5-types-of-soil-testing-for-construction/


You might also like:


Soil Aggregates

CLICK HERE . . . to view . . . 

https://puricare.blogspot.com/2020/10/blog-post_5.html

..........................................................................................................................................................................................................................................................................................

Common Types of Soil

CLICK HERE . . . to view . . . 

https://puricare.blogspot.com/2020/06/common-types-of-soil-gravel-course.html

..........................................................................................................................................................................................................................................................................................

Types of Aggregates

CLICK HERE . . . to view . . . 

https://puricare.blogspot.com/2020/05/aggregates-aggregates-are-coarse.html

..........................................................................................................................................................................................................................................................................................

Functions Of Pile Foundation

CLICK HERE . . . to view . . . 

https://puricare.blogspot.com/2020/06/functions-of-pile-foundation-why-piles.html

..........................................................................................................................................................................................................................................................................................

Plumb Line

CLICK HERE . . . to view . . . 

https://puricarechronicles.blogspot.com/2020/11/plumb-line-plumb-line-applies-law-of.html

.......................................................................................................................................................................................................

Our Foundation

CLICK HERE . . . to view . . . 

https://puricarechronicles.blogspot.com/2020/07/our-foundation-there-shall-be-no-force.html 


Thursday, December 31, 2020

PHYSICAL CHARACTERISTICS OF SOLID WASTE - There are many different physical characteristics of solid waste. In order to identify the exact characteristics of municipal wastes, it is necessary that we analyze those using physical, chemical and biological parameters. Information and data on the physical characteristics of solid wastes are important for the selection and operation of equipment and for the analysis and design of disposal facilities. Density of solid waste, i.e., its mass per unit volume (kg/m3), is a critical factor in the design of a SWM system, e.g., the design of sanitary landfills, storage, types of collection and transport vehicles, etc. Usually it refers to un-compacted waste. To explain, an efficient operation of a landfill demands compaction of wastes to optimum density. Any normal compaction equipment can achieve reduction in volume of wastes by 75%, which increases an initial density of 100 kg/m3 to 400 kg/m3. In other words, a waste collection vehicle can haul four times the weight of waste in its compacted state than when it is un-compacted. A high initial density of waste precludes the achievement of a high compaction ratio and the compaction ratio achieved is no greater than 1.5:1. Significant changes in density occur spontaneously as the waste moves from source to disposal, due to scavenging, handling, wetting and drying by the weather, vibration in the collection vehicle and decomposition.

......................................................................................................................................................................................................................................................................................................................................................................................

Physical Characteristics of Solid Waste

By: Haseeb Jamal


 

There are many different physical characteristics of solid waste.

In order to identify the exact characteristics of municipal wastes, it is necessary that we analyze those using physical, chemical and biological parameters which are discussed below:

Physical Characteristics of Solid Waste

Information and data on the physical characteristics of solid wastes are important for the selection and operation of equipment and for the analysis and design of disposal facilities.

The required information and data include the following:

1.Density

2.Moisture Content

3.Particle size & distribution

4.Field Capacity

5.Permeability of compacted wastes

Density

Density of solid waste, i.e., its mass per unit volume (kg/m3), is a critical factor in the design of a SWM system, e.g., the design of sanitary landfills, storage, types of collection and transport vehicles, etc.

Usually it refers to un-compacted waste.

To explain, an efficient operation of a landfill demands compaction of wastes to optimum density.

Any normal compaction equipment can achieve reduction in volume of wastes by 75%, which increases an initial density of 100 kg/m3 to 400 kg/m3.

In other words, a waste collection vehicle can haul four times the weight of waste in its compacted state than when it is un-compacted.

A high initial density of waste precludes the achievement of a high compaction ratio and the compaction ratio achieved is no greater than 1.5:1.

Significant changes in density occur spontaneously as the waste moves from source to disposal, due to scavenging, handling, wetting and drying by the weather, vibration in the collection vehicle and decomposition.

Note that:

o  the effect of increasing the moisture content of the waste is detrimental in the sense that dry density decreases at higher moisture levels;

o  soil-cover plays an important role in containing the waste and is one of the important Physical Characteristics of Solid Waste;

o  there is an upper limit to the density, and the conservative estimate of in-place density for waste in a sanitary landfill is about 600 to 1200 kg/m3.

It varies with geographic location, season of the year, and length of time in storage.

Range and typical values of density for various components of solid waste are presented in table 1 below.

Components

Density Range (kg/m3)

Typical (kg/m3)

Food wastes

130-480

290

Paper

40-130

89

Plastics

40-130

64

Yard waste

65-225

100

Glass

160-480

194

Tin cans

50-160

89

Aluminum

65-240

160

Typical density values during different stages of municipal solid waste (MSW) i.e. at the point of generation or storage of solid waste, into collection vehicle, transformed into bales for their final disposal to land fill site are presented in Table 2.

Condition

Density (kg/m3)

Loose MSW, no processing or compaction

90-150

In compaction truck

355-530

Baled MSW

710-825

MSW in a compacted landfill (without cover)

440-740

Moisture Content of Solid Waste

Moisture content is defined as the ratio of the weight of water (wet weight - dry weight) to the total weight of the wet waste.

It is one of the important physical characteristics of solid waste.

Analysis Procedure:

o  Weigh the aluminum dish

o  Fill the dish with SW sample and re-weigh

o  Dry SW + dish in an oven for at least 24 hrs at 105°C.

o  Remove the dish from the oven, allow to cool in a desiccator, and weigh.

o  Record the weight of the dry SW + dish.

o  Calculate the moisture content (M) of the SW sample using the equation given (Eq. 1)

Where;

M= Moisture Content in %

w=Wet Weight of the sample, grams

d=Dry weight of the sample, grams

Typical moisture content of different types of wastes is presented in the Table 3 as shown below:'

 

Types of waste

Moisture Content %

 

 

Range

Typical

Residential

Food wastes (mixed)

Paper

Plastics

Yard Wastes

Glass

50 - 80

4 - 10

1 - 4

30 - 80

1 - 4

70

6

2

60

2

Commercial

Food wastes

Rubbish (mixed)

50 - 80

10 - 25

70

15

Construction & demolition

Mixed demolition combustibles

Mixed construction combustibles

4 - 1

4 - 15

 

8

8

Industrial

Chemical sludge (wet)

Sawdust

Wood (mixed)

75 - 99

10 - 40

30 - 60

80

20

35

Agriculture

Mixed Agricultural waste

Manure (wet)

40 - 80

75 - 96

35

50

Moisture increases the weight of solid wastes, and thereby, the cost of collection and transport.

In addition, moisture content is a critical determinant in the economic feasibility of waste treatment by incineration, because wet waste consumes energy for evaporation of water and in raising the temperature of water vapor.

Generally, wastes should be insulated from rainfall or other extraneous water.

A typical range of moisture content is 20 to 40%, representing the extremes of wastes in an arid climate and in the wet season of a region of high precipitation. However, values greater than 40% are not uncommon.

Particle Size of Solid Waste

Measurement of size distribution of particles in waste stream is important characteristic of solid waste because of its significance in the design of mechanical separators and shredders.

Generally, the results of size distribution analysis are expressed in the manner used for soil particle analysis.

That is to say, they are expressed as a plot of particle size (mm) against percentage, less than a given value.

The size and distribution of the components of wastes are also important for the recovery of materials, especially when mechanical means are used, such as trammel screens and magnetic separators.

For example, ferrous items which are of a large size may be too heavy to be separated by a magnetic belt or drum system.

The size of waste components can be determined using the following equations:

Sc = LSc = (L+w)/2Sc = (L+w+h)/3

Where; Sc : size of component, mm

L : length, mm

W : width, mmh : height, mm

Field Capacity of Solid Waste

The field capacity of MSW is the total amount of moisture which can be retained in a waste sample subject to gravitational pull.

It is a critical physical characteristics of solid waste because water in excess of field capacity will form leachate, and leachate can be a major problem in landfills.

Field capacity varies with the degree of applied pressure and the state of decomposition of the wastes.

The concept of Field capacity is shown in the Figure 12.

Haseeb Jamal

I am a Civil Engineer, graduated from University of Engineering and Technology, Peshawar, Pakistan in 2010. I also have a PG-Diploma in Disaster Management and MS in Urban Infrastructure Engineering (In Progress). My expertise include civil related softwares like AutoCAD, SAP2000, MS Project, Primavera, MS Office and GIS. My technical skills include project management, monitoring and evaluation, structural assessment, disaster risk management, Quantity survey, land survey, material testing, site management and technical writing. I am trained in writing project progress reports as well as proposals and concept papers. I have also received advanced training on surveying, proposal writing, Monitoring and Evaluation of projects as well as organizations.

I have worked as Project Engineer at National Research and Development Foundation, Peshawar and CENCON Associates. I also worked with Spectra Engineering Solutions as Senior Civil Engineer in monitoring of World Bank and UNDP funded projects all over Khyber Pakhtunkhwa and FATA. Currently, I am working as Deputy Manager Development at NayaTel, Peshawar.

https://www.aboutcivil.org/physical-characteristics-of-solid-waste


You might also like:


Waste Disposal and Recycling

CLICK HERE . . . to view . . . 

https://puricare.blogspot.com/2019/08/waste-disposal-and-recycling-municipal.html

...........................................................................................................................................................................................................................................................................................

Generation of Solid Waste

CLICK HERE . . . to view . . . 

https://puricare.blogspot.com/2020/09/generation-of-solid-waste-generation-of.html

...........................................................................................................................................................................................................................................................................................

Composting of Solid Waste, Objectives & Its Steps

CLICK HERE . . . to view . . . 

https://puricare.blogspot.com/2020/05/composting-of-solid-waste-objectives.html

...........................................................................................................................................................................................................................................................................................

Recycling Plastics

CLICK HERE . . . to view . . . 

https://puricare.blogspot.com/2018/12/recycling-plastics-as-use-of-plastics.html

...........................................................................................................................................................................................................................................................................................

Thank God for Earthworms

CLICK HERE . . . to view . . . 

https://puricarechronicles.blogspot.com/2020/11/thank-god-for-earthworms-earthworms-are.html

...........................................................................................................................................................................................................................................................................................

The Cycles Of Life And Death In A Garden

CLICK HERE . . . to view . . . 

https://puricarechronicles.blogspot.com/2020/02/the-cycles-of-life-and-death-in-garden.html

...................................................................................................................................................................................................................................

Oddest Biblical Command

CLICK HERE . . . to view . . . 

https://puricarechronicles.blogspot.com/2019/07/oddest-biblical-commands-cover-your-poo.html

...........................................................................................................................................................................................................................................................................................

Poultry Litter

CLICK HERE . . . to view . . . 

https://puricare.blogspot.com/2018/10/poultry-litter-poultry-litter-is.html