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Showing posts with label Civil. Show all posts
Showing posts with label Civil. Show all posts

Sunday, June 2, 2013

Wireless Application Protocol (WAP)

Abstract

The Wireless Application Protocol (WAP) is the world standard for presentation and delivery of wireless information and telephony services on mobile phones and other wireless terminals. Wireless devices represent the ultimate constrained computing device with limited CPU, memory, battery life and simple user interface. Wireless networks are constrained by low bandwidth, high latency, unpredictable availability and stability. However most important of all Wireless subscribers have a different set of essential desires and needs than desktop or even internet laptop users.
           
WAP enabled devices are companion products that will deliver timely information and accepts transactions and enquiries when the user is moving around. WAP services provide pin point information access and delivery when all the full screen environment is either not available or not necessary. The WAP specification addresses these issues by using the best of existing standards and developing new extensions where needed. It enables industry participants to develop solutions that are air interface independent, device independent, and fully interoperable. The WAP revolution leverages the tremendous investment in Web Servers, Web Development tools, Web Programmers and Web Applications while solving uique problems associated with the wireless domain. It enables developers to use existing tools to produce sophisticated applications that have an intuitive user interface.
 
1. Introduction


WAP bridges the gap between the mobile world and the Internet as well as corporate intranets and offers the ability to deliver an unlimited range of mobile value-added services to subscribers—independent of their network, bearer, and terminal. Mobile subscribers can access the same wealth of information from a pocket-sized device as they can from the desktop.

WAP is a global standard and is not controlled by any single company. Ericsson, Nokia, Motorola, and Unwired Planet founded the WAP Forum in the summer of 1997 with the initial purpose of defining an industry-wide specification for developing applications over wireless communications networks.. There are now over one hundred members representing terminal and infrastructure manufacturers, operators, carriers, service providers, software houses, content providers, and companies developing services and applications for mobile devices.

WAP also defines a wireless application environment (WAE) aimed at enabling operators, manufacturers, and content developers to develop advanced differentiating services and applications including a microbrowser, scripting facilities, e-mail, World Wide Web (WWW)–to-mobile-handset messaging, and mobile-to-telefax access.

The WAP specifications continue to be developed by contributing members, who, through interoperability testing, have brought WAP into the limelight of the mobile data marketplace with fully functional WAP–enabled devices (see Figure 1).


Figure 1. WAP–Enabled Devices

Based on the Internet model, the wireless device contains a microbrowser, while content and applications are hosted on Web servers.


2. Why WAP is necessary?

A.    Ease Of Use: -despite the fact that using a desktop computer has become progressively easier over the last five years, a wireless computing device must be dramatically easier to use than even simplest desktop computer

These devices are used by people who potentially have no desktop computing experience. Further more they will often be used in dynamic environment where user is engaged in multiple activities. Subscriber won’t be focused on their handset. The way they are when they are sitting in front of a desktop computer. Therefore the devices must be extremely simple and easy to use.
           
Application built for these devices must there fore present the best possible user interface. For quick and simple usage. There can be no installation script, complicated menu structure, application errors, general protection faults or complicated key sequences such as ‘Ctrl+Alt+Del’ or ‘Alt+Shift F5.’

B.     Market size: the growth and the size of the wireless subscriber, market has been phenomenal. According to global mobile magazines, there are more than 200 million wireless subscribers in the world today. According to NOKIA there will be more than 1 billion wireless subscribers by the year 2005. The wireless market is enormous; it can afford and will demand optimized solution.

C.     Usage patterns: - subscribers expect wireless data access to perform like the rest of their handset: the service should be instantly available, easy to use and designed to be used for a few minutes at a time. Hourglass icons telling subscribers to wait will not be acceptable.

D.    Essential Tasks: - they will have small, specific tasks that need to be accomplished quickly. Subscribers will want to scan email rather than read it all, or see just the top stock quotes of interest.


3. The network is different

            Wireless data network present a more constrained communication environment compared to wired network because of fundamental limitations of power, available spectrum and ability, wireless data network tend to have:
1)      Less Bandwidth
2)      More Latency
3)      Less Connection Stability
4)      Less Predictable Availability

Different similarly, mass market, handheld devices present a more constraint computing environment compared to desktop computer. Also because fundamental limitations of battery life and form factor, mass market handheld devices tend to have:
1)      Less Powerful CPUs
2)      Less Memory(ROM/RAM)
3)      Restricted Power Consumption
4)      Smaller Displays
5)      Different input devices (e.g. a phone keypad, voice input etc.)


4. The WAP Model

The WAP programming model (Figure 2) is similar to the WWW programming model. This provides several benefits to the application developer community, including a familiar programming model, a proven architecture, and the ability to leverage existing tools (e.g., Web servers, XML tools, etc.). Optimizations and extensions have been made in order to match the characteristics of the wireless environment. Wherever possible, existing standards have been adopted or have been used as the starting point for the WAP technology.



Figure 2. WAP Programming Model

WAP content and applications are specified in a set of well-known content formats based on the familiar WWW content formats. Content is transported using a set of standard communication protocols based on the WWW communication protocols. A micro browser in the wireless terminal co-ordinates the user interfaces and is analogous to a standard web browser. WAP defines a set of standard components that enable communication between mobile terminals and network servers, including:
Ø  Standard naming model – WWW-standard URLs are used to identify WAP content on origin servers. WWW-standard URIs are used to identify local resources in a device, e.g. call control functions.
Ø  Content typing – All WAP content is given a specific type consistent with WWW typing. This allows WAP user agents to correctly process the content based on its type.
Ø   Standard content formats – WAP content formats are based on WWW technology and include display markup, calendar information, electronic business card objects, images and scripting language.
Ø  Standard communication protocols – WAP communication protocols enable the communication of browser requests from the mobile terminal to the network web server.

The WAP content types and protocols have been optimized for mass market, hand-held wireless devices. WAP utilizes proxy technology to connect between the wireless domain and the WWW. The WAP proxy typically is comprised of the following functionality:
Ø  Protocol Gateway – The protocol gateway translates requests from the WAP protocol stack (WSP, WTP, WTLS, and WDP) to the WWW protocol stack (HTTP and TCP/IP).
Ø  Content Encoders and Decoders – The content encoders translate WAP content into compact encoded formats to reduce the size of data over the network.

This infrastructure ensures that mobile terminal users can browse a wide variety of WAP content and applications, and that the application author is able to build content services and applications that run on a large base of mobile terminals. The WAP proxy allows content and applications to be hosted on standard WWW servers and to be developed using proven WWW technologies such as CGI scripting.

While the nominal use of WAP will include a web server, WAP proxy and WAP client, the WAP architecture can quite easily support other configurations. It is possible to create an origin server that includes the WAP proxy functionality. Such a server might be used to facilitate end-to-end security solutions, or applications that require better access control or a guarantee of responsiveness, e. g, WTA.


5. Architecture of the WAP Gateway


Figure 3: Example WAP 1 Gateway

Wireless Datagram Protocol (WDP)

WDP is a general datagram service, offering a consistent service to the upper layer protocols and communicating transparently over one of the available underlying bearer services. This consistency is provided by a set of adaptations to specific features of these bearers. This thus provides a common interface to the upper layers that are then able to function independently of the services of the wireless network.

Wireless Transport Layer Security (WTLS)

The WTLS layer is designed to provide privacy, data integrity and authentication between two communicating applications. It provides the upper-level layer of WAP with a secure transport service interface that preserves the transport service interface below it. In addition, WTLS provides an interface for managing (e.g., creating and terminating) secure connections. It provides functionality similar to TLS 1.0 and incorporates additional features such as datagram support, optimized handshake and dynamic key refreshing.

Wireless Session Protocol (WSP)

WSP provides HTTP/1.1 functionality and incorporates new features, such as long-lived sessions and session suspend/resume. WSP provides the upper-level application layer of WAP with a consistent interface for two session services. The first is a connection-mode service that operates above the transaction layer protocol, and the second is a connectionless service that operates above a secure or non secure datagram transport service.

HTTP Interface

The HTTP interface serves to retrieve WAP content from the Internet requested by the mobile device. WAP content (WML and WMLScript) is converted into a compact binary form for transmission over the air (see Figure 4).

Figure 4. WAP Content in Compact Binary Form

The WAP microbrowser software within the mobile device interprets the byte code and displays the interactive WAP content (see Figure 5).


Figure 5. Mobile Device Display


6. Example WAP Network

The following is for illustrative purposes only. An example WAP network is shown in Figure 7.


Figure 7. Example WAP Network

In the example, the WAP client communicates with two servers in the wireless network. The WAP proxy translates WAP requests to WWW requests thereby allowing the WAP client to submit requests to the web server. The proxy also encodes the responses from the web server into the compact binary format understood by the client.

If the web server provides WAP content (e.g., WML), the WAP proxy retrieves it directly from the web server. However, if the web server provides WWW content (such as HTML), a filter is used to translate the WWW content into WAP content. For example, the HTML filter would translate HTML into WML.

The Wireless Telephony Application (WTA) server is an example origin or gateway server that responds to requests from the WAP client directly. The WTA server is used to provide WAP access to features of the wireless network provider’s telecommunications infrastructure.

6.1.  Mobile-Originated Example of WAP Architecture

WAP will provide multiple applications, for business and customer markets such as banking, corporate database access, and a messaging interface (see Figure 6).

          Figure 6. Messaging Interface

The request from the mobile device is sent as a URL through the operator's network to the WAP gateway, which is the interface between the operator's network and the Internet.
 7. The Future of WAP

The tremendous surge of interest and development in the area of wireless data in recent times has caused worldwide operators, infrastructure and terminal manufacturers, and content developers to collaborate on an unprecedented scale, in an area notorious for the diversity of standards and protocols. The collaborative efforts of the WAP Forum have devised and continue to develop a set of protocols that provide a common environment for the development of advanced telephony services and Internet access for the wireless market. If the WAP protocols were to be as successful as transmission control protocol- (TCP)/Internet protocol (IP), the boom in mobile communications would be phenomenal. Indeed, the WAP browser should do for mobile Internet what
Netscape did for the Internet.

As mentioned earlier, industry players from content developers to operators can explore the vast opportunity that WAP presents. As a fixed-line technology, the Internet has proved highly successful in reaching the homes of millions worldwide. However, mobile users until now have been forced to accept relatively basic levels of functionality, over and above voice communications and are beginning to demand the industry to move from a fixed to a mobile environment, carrying the functionality of a fixed environment with it. Initially, services are expected to run over the well-established SMS bearer, which will dictate the nature and speed of early applications. Indeed, GSM currently does not offer the data rates that would allow mobile multimedia and Web browsing. With the advent of GPRS, which aimed at increasing the data rate to 115 kbps, as well as other emerging high-bandwidth bearers, the reality of access speeds equivalent or higher to that of a fixed-line scenario become evermore believable?. GPRS is seen by many as the perfect partner for WAP, with its distinct time slots serving to manage data packets in a way that prevents users from being penalized for holding standard circuit-switched connections.


8. WAP in the Competitive Environment

Competition for WAP protocols could come from a number of sources:

Ø   Subscriber Identity Module (SIM) toolkit— The use of SIMs or smart cards in wireless devices is already widespread and used in some of the service sectors.

Ø  Windows CE—  This is a multitasking, multithreaded operating system from Microsoft designed for including or embedding mobile and other space-constrained devices.


Ø  Java Phone™—Sun Microsystems is developing PersonalJava™ and a Java Phone™ API, which is embedded in a Java™ virtual machine on the handset. NEPs will be able to build cellular phones that can download extra features and functions over the Internet; thus, customers will no longer be required to buy a new phone to take advantage of improved features.

The advantages that WAP can offer over these other methods are the following:
  •  open standard, vendor independent
  •  network-standard independent
  •  transport mechanism–optimized for wireless data bearers
  •  application downloaded from the server, enabling fast service creation  and introduction, as opposed to embedded software


9. Conclusion

WAP provides a markup language and a transport protocol that opens the possibilities of the wireless environment and give players from all levels of the industry the opportunity to access an untapped market that is still in its infancy.

The bearer-independent nature of WAP has proved to be a long-awaited breath of fresh air for an industry riddled with multiple proprietary standards that have suffocated the advent of a new wave of mobile-Internet communications. WAP is an enabling technology that, through gateway infrastructure deployed in mobile operator's network, will bridge the gap between the mobile world and the Internet, bringing sophisticated solutions to mobile users, independent of the bearer and network.

Backed by 75 percent of the companies behind the world's mobile telephone market and the huge development potential of WAP, the future for WAP looks bright.


References

1)      Computer Networks” by Andrew S. Tanenbaum,  Fourth edition



Thursday, May 23, 2013

APPLICATION OF BIOTECHNOLOGY IN WASTE WATER TREATMENT

APPLICATION OF BIOTECHNOLOGY IN WASTE WATER TREATMENT

ABSTRACT    
                      
Most of the industrial effluents contain biodegradable substances which can be treated by conventional biological treatment methods such as activated sludge process, aerated lagoon and aeration pond. The effluents generated from pulp and paper, chemical, pharmaceutical, dyeing and dye manufacturing industries can not be treated by the conventional methods due to the presence of recalcitrant compounds. The white rot fungi, which are initially identified to have the ability to degrade lignin, can be used for the treatment of effluent, generated from these industries. It is observed that the white rot fungi have a non-specific enzyme system, which oxidizes the recalcitrant compounds present in the effluent. in this paper, application of this fungal treatment for removal of colour of waste water from pulp plant and dying industries have been attempted using white rot fungus trametes versico                                                                                                                                                                                                           

INTRODUCTION


Due to rapid industrialization and urbanization a lot of chemicals manufactured and used in day to day life which includes dyes, pesticides insecticides and other chemicals, find their way in the waste water generated from industries where such compounds are manufactured and processed. These compounds are not easily amenable to conventional biological treatment process such as activated sludge, aerated lagoon and oxidation ponds. Effluents discharged from pulp mill and dying wastewater are highly coloured due to the presence of lignin-related compounds and dyes respectively.

Many synthetic dyes have been used increasingly in textile and dyeing industries because of their case and cost effectiveness in synthesis, fineness and variety in colour compared to that of natural dyes.  Number of dyes are manufactured which include several varieties of dyes such an acidic reactive, basic disperse, azo, diazo, anthraquinone based and Meta complex dyes. The toxicological and ecological aspects of these dyes are complex to evaluate. Some of the dyes are toxic carcinogenic and mutagenic. 
Processes like dying and printing are done cloth industries. The chemicals used in dying are napthol, reactive colour, vats, pigments sulphurates, binder. HCL, Acetic acid, sodium nitrite and urea white for printing, pigment colours, reactive colours, binders. Dying and finishing wastewater from the textile industries are generally necessary to affect adequate removal of contamination.

Many methods of colour removal from dyeing and textile industries such as chemical coagulation, chemical oxidation, electrochemical irradiation, ozonation and adsorption are available  but not implemented in the industrial scale either due to cost or being environmentally unsound. The ability of the white rot fungi to degrade a wide range of products of synthic chemicals, many of which are recalcitrant to biodegradation has been reported. Treatments of hazardous waste xenobiotic compounds, organo-pollutants and mechanism by which the white rot fungi degrade pollutant have also been revived.

The white rot fungus, Tramets versicolor has a non-specific enzyme system which oxidizes the recalcitrant compounds. It has been used for the decolorisation of paper and pulp mill effluents biodegradation of azodyes, and polycyclic aromatic hydrocarbon compounds, acenaphthene and acenaphthylene. In the present investigation, the removal of colour from pulp mill effluent and dye from aqueous solution by the white rot fungus Trametes versicolor MTCC138 grown under different culture conditions is reported.

What Is biotechnology?

It is a technology which employs biomaterial and biological principles to produce beneficial product of human need.It is the effective use of technology by using biological agents for well being of human kind.

CHARACTRISTICS OF PULP AND PAPER INDUSTRIES

 Pulp and paper is a major polluting industry in India. The effluent from the pulp plant of a paper mill is dark brown in colour and contains chlorinated organic compounds formed due to usage of chlorine and its derivates in the pulp bleaching process. The chlorinated organic compounds are identified as potentially hazardous. Carcinogenic, mutagenic, persistent and bioaccumulative sample collected at site were brought to laboratory analyzed for various parameters like COD, BOD SS and pH etc. as per standard methods by AAHHA (1981).

The conventional biological treatment system currently used in the pulp and paper industry such as activated sludge process, aerated lagoon, anaerobic lagoon, stabilization ponds etc. are successful in reducing the biochemical oxygen demand (BOD)from the effluent whereas colour and chlorinated organic compounds are not removed. Colour can be removed by precipitating with metal salts of aluminum, ferric and ferrous. By using these metals salts experiment reports are high removal efficiency. Salts remove color but retain its own colour. Mixed culture used in the biological treatment system are capable of metabolizing soluble sugars and some low molecular in the effluent, leading to reduction of BOD but lacks in an enzyme system capable of oxidizing colour causing compounds (chloro-lignin).

Water pollution and other environmental regulations in India are beginning to require industry to substantially reduce the colour of effluents from industries aesthetically unacceptable, reduce the light transmission through the contaminated waterways thereby reducing the photosynthesis which will lead to depletion of dissolved oxygen and pose a health hazard to the aquatic life in the receiving water bodies.


MATERIAL AND METHODS

a) Culture:

The white rot fungus culture, trametes versicolor MTCC 138 was procured from Institute of Microbial Technology, Chandigarh, India. The organism was maintained on agar slants containing yeast extract (5g/L), glucose (10g/L) and agar=agar (15g/L) and maintained at 40c. The pH of the medium before solidification was adjusted to 5.8.

b) Medium Composition:

The basic growth medium composition consists of 10g/L Glucose: 1g/L KH2PO4:1.75 g/L NH4CL:0.5g/L KCL; and 0.5g/LMgSO47H2O. The initial pH of the medium was adjusted to 4.5.

c) Pulp mill effluent:
           
The effluent samples used for the present studies procured from Tamilnadu, Newsprint and paper Limited, Kagithapuram (Tamilnadu), India. The highly coloured effluent from pulp plant utilizing bagasse as the raw material was collected in airtight plastic cans (30L) and stored at 4±1oC.The characteristics of effluents were determined according to standard methods for the examination of water and wastewater. 17th edition APHA, Washington D.C. except for colour, and are reported in table 1.
                
      
Table1 CHARACTERISTICS OF PULP MILL EFFLUENT


Parameter

Range
PH

8.5-9.5
Colour concentration(pt-co units)

4500-4700
Total Solids(mg/L)

3200-3800
BOD (mg/L)

260-360
COD(mg/L)

4500-4800

COLOUR MEASUREMENTS

The colour of pulp mill effluent was measured according to National Council Of the paper industry For Air and Stream Improvement Standard Method (NCASI). The PH of the original effluent sample was in the range of 8.5-9.5 and was adjusted 7.6 followed by filtration 0.45 µm filters. The absorbance of the filtrate was measured at 465 nm against distilled water using 1-cm light path cuvette in a UV spectrophotometer (shimadzu, Japan). PlatiniumCobalt Colour Units were calculated as follows.
           Colour units (CU) =500*A2/A2
Where,   
           A1-Absobance of sample at 465nm
           A2-absorbance500CU pt-co standard at 465nm.

a)      Dyes: 

           Remazol orange Remazol brown which are commonly used in industries, were selected for the study. Dyes were obtained from Colourchem, Mumbai, India.

b)     Dye measurements:

         The dye removal / disappearance was determined spectrophoto-meterically  by monitoring the absorbance at or near the wavelength (maximum absorbance )   for each dye i.e. at 490 nm and 480 nm forremazol orange and Remazol brown respectively.


EXPERIMENTAL
 The experiments on effect of varying concentrations of glucose and sucrose on colour and COD removal from pulp mill effluent (sample) were carried out in shake flasks (250ml). The basic nutrients were added to 100ml. of the effluent sample with varying concentrations of glucose (2.5to50g/L) and sucrose (2.5 to 25g/L). Similarly batch experiments were carried out in shake flask (250ml) containing10ml of aqueous solution containing the medium mentioned above and dyes with 250 and 500mg/L concentrations. The PH of the effluent was adjust to 4.5(optimum) and autoclaved at 121oC for 15 min. after autoclaving. The flaks were inoculated with the white rot fungus. Trametes versicolor kept in rotor shaker (180rpm). After 7 days, the effluents were withdrawn, filtered through 0.45µm filters and analyzed for colour and COD using methods mentioned earlier.

RESULTS AND DISCUSSION

       Treatments with pulp mill effluent from the pulp mill utilizing bagasse as the raw material are shown in Table 1. The effluent characteristics show more non- biodegradable substances, which were represented by the chemical oxygen demand (COD) of effluent. From the biochemical oxygen demand BOD/COD ratio of the effluent is less, which shows that the effluent is not suitable to conventional biological treatment.
Effect of glucose concentration


 

The effect of initial glucose concentration on colour removal efficiency is shown fig.1. In the present study, the maximum colour removal 92.3%was obtained at a glucose concentration of 50 g/L. From fig. 1. It is observed that the colour removal efficiency does not increase significantly after 15g/L of glucose concentration where about 85.2%were obtained. Also it is observed that the presences of easily metabolically sugars are required for the growth of fungus and colour removal which is supported by the earlier investigations. Colour removal is secondary metabolic process and the fungus requires glucose or cellulose for energy. Incubation with this fungus has not only reduced but also reduced COD of the effluent considerably The maximum COD removal of 78%was observed at the glucose concentration of 10g/L and further addition of glucose has increased COD of the treated effluent due to the presence of unmetabolisable glucose left with.


Effect of sucrose concentration

 

                 Fig. 2 Effect of sucrose concentration on removal of efficiency
              (PH-4.5,NH4CL 05g/L; Initial colour -4700 pt- Co and basic nutrients)


   The effect of initial sucrose concentration on colour removal efficiency is shown in fig.2 from fig 2, it is found that the maximum colour removal efficiency significantly. In the control fiask that is the flask without addition of sucrose showed no growth of fungus and hence there was no colour removal supporting the earlier statements that fungus requires easily biodegradable sugars for high growth. The maximum COD removal of 73.3%was obtained at the sucrose concentration of 5g/L and as mentioned earlier further addition of sucrose has increased the COD of treated effluent due to the presence of the unused sucrose.

CONCLUSION



  White rot fungus was found to be a suitable absorbent for the absorption of dye from aqueous solution. The data collected on the dye removal from aqueous solution with special reference to the ability of white rot fungus Trametes versicolor to remove remazol orange and remazol brown have been shown in Fig.3. it was observed that extensive removal of two dyes by the culture of Trametes versicolor as evidenced by the decrease in the absorbance of the culture medium. In the case of remazol brown, 97.6 and 98.7% co lour removal efficiencies have been attained at 250 mg/L and 500 mg/L dye concentration over a incubation period of 7 days respectively, whereas in case of remazol orange, decolourisation was only 70.4 and 81.3%.
Use of treated water in a place of fresh water reduces the fresh water demand in industry, there by reducing the chemical consumption and saving in fresh water cost.  

REFERENCES
1) Introduction to Environmental Biotechnology ’-by A.K.  Chatterji.
2) ‘Removal of colour from wastewater using Tramates Versicolor’ - Paper by S.V. Srinivasan and D.V.S.Murthy. (Journal IAEM. Vol.27, 260-264 (2000).
 3) www.atrp.gatch.edu/biosensor.html.
 4)  www.grzyby.pl/gatunki/trametesversicolor.html.
 5)  www.discoverlife.org/nh/tx/fungi


A REPORT ON THE BEHAVIOUR OF BLACK – COTTON SOIL

A Report on The Behaviour of Black – Cotton Soil

 ABSTRACT

            Black Cotton Soil deposits in India re a boon to farmers.  In Civil Engineering aspect these soils are giving hazardous problems to Engineers.  With the rapid development in soil improvement procedures, various structures construction is taking place.  Though various constructions techniques are utilized, the cracking (Minor Cracking) is seen in the buildings.  For the site investigations, the behaviour of soil is important.  So in this report the behaviour of the soil is explained.

INTRODUCTION


In India, expansive soils are called as Black Cotton soil. The name “Back Cotton” as an agricultural origin.  Most of these soils are black in colour and are good for growing Cotton.  All the black soils are not expansive soils and all the expansive soils are not black in colour.  These soils passed high strength in summer and decreased rapidly in winter. The soil has a swelling property due to the presence of montmorillonite mineral.

The swelling soils of India have their origin in subaqueous decomposition of basalt rocks or weathering In-Situ.  It is very necessary to discuss about the Engineering behaviour of soils.  From this information civil structures can be prevented from the damages causing Expansive soils. Black soils are highly argillaceous and are relatively rich in Coco3.

CHEMICAL COMPOSITION OF BLACK COTTON SOILS


            Black Cotton Soils are made of varying proportions of day minerals like Montmorllionite, illite and Kaolinite, Chemicals, like Iron oxide and Calcium Carbonate (in the forms of Kankar Nodules) and organic matter like humus.  Montmorllionite is a Predominant mineral of black cotton soils.  The swelling and shrinkage behaviour of black cotton soils originate mainly from this mineral. Clay minerals are hydra silicates of aluminum and magnesium.  They are made of sheets of silica and alumina stacked one above the other forming sheet like structure with expanding lattice.   The structure of some aluminum is by magnesium ions and the mineral becomes chemically active. The mineral has high activity, and has the Base Exchange capacity of more than 80ml/100g compared the – VC charges on the clay minerals. They attract water molecules (dipoles) and various types of hydrated cations to the surface causing the soil to increase the volume.
            Abundance of calcium in black cotton soils to yet another feature. It may be present in the form of saturating ions or as nodules of Caco3 (Kankar).  Treatment with the Sodium about base exchange and the soils become softer and move plastic.  Organic matter in the form of humus makes these soils more plastic and compressible.  The dark colour of the black cotton soils is believed to be either due to humus or titanium oxide.  Black cotton soils are found to have the following chemical properties.
            PH Value  Þ    8.9
            Organic Contest Þ 0.4 to 2.4 %
            Caco3 Þ  5-15%
            Sio2  Þ  50-55%
            Sio2 / Al203 Þ 3.5 %
            Montmorllionite minerals Þ 30-50 %

Engineering problems:--
Þ                In rainy season, these soils become very soft by filling up of water in the cracks and fissures.  These soft soils reduce the bearing capacity of the soils.
Þ                In saturated conditions, these soils have high consolidation settlements.
Þ                These soils have high swelling nature.  Due to this structure causes damages.
Þ                When lands are applied on these soils in wet conditions.  These soils get Shrinkage.

TYPES OF DAMAGES:-
Þ                When the structure is built on the black cotton soil in the dry seasons, there may be no damage in the structure in that season.  When the rainy seasons is starts due to the swelling property the soil get expands and the strength in the foundation structure decreases, which causes uneven settlement leads to crack in the walls.
Þ                Due to uneven settlement the beam gets deflected which effects the plastering to the walls.
Þ                Small fissure cracks are seen on the floors and on the walls.
Þ                Due to high degree of expansive soils, the buildings may fail which will be very dangerous.

Properties of soils:-
            By conducting various tests the properties of the soils is identified.

Sieve Analysis:-
            The sample is taken and pulverized.  The soil is taken in a jar and water is added for soaked condition.  If necessary deflocculating or dispersing agent, Sodium hexametaphosphate is added to make the soil cohesion loss.

DRY SIEVE ANALYSIS:-
            The solution is passed in the 75 Micron Sieve.  Water is added to it and washed until the retained material is free from slurry.   The material retained on the 75 Micro Sieve is collected and dried in an oven.  And nit is then sieved through a set of sieves which are arranged standardly.

            In the case of black cotton soils the material retained on 75 micron sieve does not exceeds 20%.

WET SIEVE:-
            The solution passed through 75 micron sieve is taken as a container and sedimentation analysis is done by using hydrometer method.

PRINCIPLE:-
            Hydrometer measures the specific gravity of the soil suspension  at the center of its bulb.  The specific gravity of the soil suspension depends upon the mass of soils present, which is turn depends on the particle size.                                                                                                                                

ATTERBERG’S LIMITS:-

            The water contents at which the soil changes from one state to the other state are known as Atterberg’s Limits or consistency Limits.


LIQUID LIMIT:-

            The water content at which the soil changes from the liquid state to the plastic state is known as liquid limit.  To determine the liquid limit in the soil.  Liquid limit apparatus called Casagrande’s apparatus is used.  The liquid limit of soil depends upon the clay mineral present the stronger the surface charge and the thinner the particle, the greater will be the amount of absorbed water and therefore the higher will be the liquid limit.

            The device used in Casagrande’s method consists of a brace cup which drops through a height of 1 CM on a hard base when operated by turning the handle which raises the cup and lets its drop on the rubber base.

            The soil sample is prepared by taking the soil and mixed it water.  It is taken in a Casagrande’s container.  By using grooving tool the sample is grooved. And the handle is rotated.  By rise and fall mechanism the grooves comes closer.  And some of the sample near the groove is taken in a container.  Its dry and wet weights are noted.  From this moisture content is determined. 

            For the expansive soils the range of the liquid limits is 50 – 100%.

PLASTIC LIMIT:-

            Plastic limit is the water contest below which the soil stops behaving as a plastic material.  It begins to crumble when rolled into a thread of soil of 3MM diameter.

            For determination of the plastic limit of a soil, it is air dried and sieved through a 425 micron IS sieve.  About 30gm of soil is taken in an evaporation dish.  It is mixed thoroughly with distilled water till it becomes plastic and can be easily moulded with finger.  The mould is rolled with fingers on a glass plate to from a soil threat of uniform diameter.   By taking the dry weights and wet weights the water content is determined.

            For clay or Black cotton soils the plastic limit ranges from 20-65%.

SHRINKAGE LIMIT:-

            It is the maximum water content at which a reductions of water content will not cause a decrease in the volume of the soil mass.

            The sample mined with water is taken in a shrinkage dish and dried in an over.  The dry pat is formed with the help of mercury the weight of the dry soil and wet soil put is determined.  From this the shrinkage limit is determined.

            Shrinkage limit ranges from 9-14% for black cotton soils.

SELLING PROPERTIES:-

            The swelling behaviour of a soil would depend largely on the type of clay minerals that are present in these soils and the proportion in which they are present.  In order to determine these some laboratory tests are conducted they are :-

1)                  Differential thermal analysis:-
A specimen of the soil with the unknown mineral is heated continuously along with an inert substance in an electric over and a record of change in temperate of the mineral plotted against oven temperature is obtained.   By comparing this with the available records of several known clay minerals.

2)                  X-Ray Diffraction Method:-
Different minerals with different regular patterns of crystalline.  Structure will different X-rays to yield different x-ray diffraction patterns.   With the x-ray diffraction patterns of common clay minerals being known, it is possible to tell which types of minerals are present and is what proportions.

3)                  ELECTON MICRO SCOPY:-
The soil is observed under polarized light in an electron micro scope.


FREE SELL INDEX:-
            It is the test conducted to measure the degree or expansive ren of given soils.  The degree of expansiveness and possible damage to lightly loaded structure may be qualitatively addressed from table given below.

            The sample is taken in two containers.  One container is filled with water and another is filled with Kerosene and it is kept of 24hrs observation.  We see the expansive in water with this degree of expansiveness is determined. 

TABLE:-
Degree of Expansiveness
DFS, percent
Low
Less than 20
Moderate
20 to 35
High
35-50
Very high
Greater than 50

CONSOLIDATION TEST:-

            The consolidation test is a laboratory to study the compressibility of a soil.  It consists of a loading device and a cylindrical container called consolidation cell.

            The consolidometer has arrangements for the application of the desired load increment, saturation of sample and measure of change in thickness of the sample at every stage of consolidation process.

            The ring containing the sample is then placed, on the bottom porous store.  Filter paper is kept on the top of the sample and then top porous stone is placed.  The loading pad is placed on the top porous stone and then the consolidation cell is kept under the loading unit.  The dual gauge readings are noted at the initial petting pressures after primary consolidation etc. these realings are noted by an increment of load.  After the consolidation under the final wad increment is cuple, the load is reduced an swelling is allowed and the readings are noted.
            If the consolidation settlement is very high, then that ground may consist of clayey soils which assumed unsuitable for Civil Engineering Structure.

Triaxial Test:-

By conducting triaxial test the Engineering property of soil, i.e., Strength parameter is determined.  It is the test conducted to find the shear parameters of the soil i.e., Cohesion (C) and Shearing resistance (j  ) for these type of soils consolidated – undrained test is dare.

            In this test the sample is enclosed in a rubber membrane, which is slid over the specimen with the help of a membrane stretcher.  The specimen is placed in a triaxial cell and filled with water by connecting it to the pressure supply.  The drainage value is closed.  The sample is sheared by applying deviator stage by the loading machine.  The specimen is the recovered after removing the loaning cap and the top porous stone.  From the observations noted the mohr-circle is drawn. It gives the mohr’s columb failure line.

Þ                From the tests we can get the engineering behaviour of expansive soils.

Remedial Treatments:-

            To modify the properties of these soils various constructions techniques have been evolved like.
Þ                Pile Foundation:-
When the soil or near the ground surface is not capable of supporting a structure, deep foundation are required to transfer the lands to deeper strata.
A pile is a slender structural member made of steel, concrete or wool.  A pile is either driver into the soil or formed in-sity by excavating a hole and filling it with concrete.   A pile foundation is generally much more expensive than a shallow foundation.  It should be adopted only when a shallow foundation is not feasible.
Þ                Soil Stabilization :-
By stabilizing the soil with line or cement, the strength of the soil can be increased line as a stabilizing agent reduced the plasticity, shrinkage and swelling considerably.  Line stabilized black cotton soils can be safely used as a sub grade and sub-base material.  

Þ                Sand Replacement Method:-

The soil strata which has high water context is removed by excavation process up to the influence zone or active zone ends up and it is replaced by the sand upto some depth and concrete in the remaining part.  It is the waster process.



CONCLUSION

By conducting various tests the behaviour of the soil is logged out.  That the soil is not suitable for Civil Engineering structures.  But by various construction techniques this type of gravel is also used for advance construction.

REFERENCE

Soil mechanics and foundation Engineering – Arora
Geotechnical Engineer – C. Venkata Ramaiah