Free People Search Databases and Strategies

Are you looking for someone? A former classmate? Old friend? Military buddy? Birth parent? Lost relative? If so, then youre not alone. Thousands of people head online every day in search of details on missing people. And more and more of these people are finding success with their search, using the Internet to find names, addresses, phone numbers, occupations, and other current data on missing people. If youre in search of a missing person, try the following people search strategies: Obituaries This may seem morbid, but because obituary and death notices often list multiple family members and friends, they can help to confirm that you have located the correct individual, and also possibly provide a current location for your missing person, or his/her family members. Other types of newspaper notices can be equally helpful, including marriage announcements and stories about family reunions or anniversary parties. If you dont know the town where your target individual is located, then search newspaper or obituary archives across multiple locations and use combinations of search terms to narrow your search. If you know the name of another family member, for example, search for instances of that name (a sisters first name, mothers maiden name, etc.) in conjunction with the name of your target individual. Or include search terms such as an old street address, the town where they were born, the school they graduated from, their occupation — anything that helps to identify t hem from others with the same name. Online Phone Directories If you suspect the person lives in a particular area check for him or her in a variety of online phone directories. If you arent able to locate them, try searching for an old address which can provide a listing of neighbors and/or the name of the person currently residing in the home all of whom may know more about the present whereabouts of your missing person. You may also want to try a reverse-lookup by telephone number or email address. City Directories Another excellent resource for locating addresses is a city directory, a surprising number of which can now be found online. These have been published for over 150 years, in most U.S. cities. City directories are similar to telephone directories except that they include much more detailed information such as the name, address, and place of employment for every adult within a household. City directories also have sections similar to yellow pages which list area businesses, churches, schools, and even cemeteries. Most city directories can only be researched through libraries, though many more are making their way into Internet databases. School or Alumni Association If you know where the person went to high school or college, then check with the school or alumni association to see if he/she is a member. If you cant find information for the alumni association, then contact the school directly — most schools have Web sites online — or try one of the many school social networks or groups. Contact Professional Associations If you know what types of work or hobbies the person is involved with, then try contacting interest groups or professional associations for that field to learn whether he/she is a member. The ASAE Gateway to Associations Directory is a good place to learn what associations are active for various interests. Former Church If you know the individuals religious affiliation, churches or synagogues in the area where he/she last lived may be willing to confirm if he/she is a member, or whether the membership has been transferred to another house of worship. Free SSA Letter Forwarding Service If you know the missing persons social security number, the both the IRS and SSA offer a Letter Forwarding program whereby they will forward a letter to a missing individual on behalf of a private individual or government agency if this action is for a humane purpose or emergency situation, and there is no other way to relay the information to the individual. If you think the person may be deceased, then try a search in the free online Social Security Death Index which will provide information such as date of death and the address (zip code) where the lump sum death benefit was sent. If you are successful in finding the person you seek, it is time to take the next step - contacting him or her. Keep in mind as you approach this possible reunion that the person may resent the intrusion, so please tread with care. Hopefully, your reunion will be a joyous occasion, and you will never lose touch again.

The Immigration And Refugee Policies - 1191 Words

This paper will examine the immigration and refugee policies applied to Cubans and Salvadorans from the late-20th century, marking the initial surge of migrants from this region to the United States. The main reason that led to differences between Salvadoran and Cuban granted refugee status in the U.S. was the fact that Salvadorans were fleeing violence of regimes that the U.S. supported while Cubans were fleeing the U. S’s primary enemy, communism. This in turn led to different integration processes and acceptance into the state. The U. S’s Cold War policies of preventing the spread of communism depended on the U.S.’s Military interventions. However, the U.S. military occupations did not lead to democratic governments and more†¦show more content†¦President Ronald Reagan argued that this threatened the U.S. way of life and hemisphere as a whole and on May 9, 1984 addressed U.S. foreign policy allowing Cubans to come into the state as â€Å"political refugees† (Guerra,331). For the U.S. government, Cuban emigrants provided the rationale for continuing foreign policy aimed at containing communism and expanding the forces needed for battle (Guerra,340). Among the waves of Cubans who migrated to the United States, those who were benefited the most were the the elite and working class (Pedraza,265). Being made up of the upper class that had a good education and expertise resulted in a warm welcome and substantial economic opportunities. Cubans enjoyed near automatic entrance in the the U.S. through President Lyndon Johnson’s â€Å"open door† policy that allowed the entrance of refugees from communism. Under this joint policy the U.S. and Cuban government set up Freedom Flights that daily brought in Cubans for eight years which totaled more than 250,000 people (Pedraza,313). These social classes enjoyed automatic permanent residency status and additional benefits such as food, cash allotments, Cubans-only education programs, and other privileges never extended to other immigrants or minority groups. However, the third wave of migrants, the Marielitos, instead of being welcomed like they were in the past 20 years, the U.S. focused inordinately on the criminal element (Pedraza,270). This group

Behaviour of Clay Reinforced With Fibres †MyAssignmenthelp.com

Question: Discuss about the Behaviour of Clay Reinforced With Fibres. Answer: Introduction: Clay soil is a cohesive soil with high compressibility and low permeability. This type of soil shrink under dry condition and swells in a wet condition. Clay soil is not appropriate for the majority of the projects of construction since it may lead to the foundation to easily crack leading to the cracking of wall. There is need of using a deep foundation like piling to prevent cracking of foundation. Piling is normally used in local industries of construction because of soft clay soil that is weak found in most sections of Brunei Darussalam. There have been numerous research on ground improvement in Brunei with an aim of widening treatment techniques of the clay soil to improve its performance(Akhtar, 2013). Through the process of soil stabilization, the issue of settlement can be prevented from happening during construction. The swelling and shrinkage of the soil can be minimized hence improving the soil stability for construction of structures. In this project, the soil improvement method discussed is the use of fibres to improve the characteristics of clay soil. The fibres will prevent the cracking of clay soil during construction hence minimizing the use of gravel and sand due to their high cost. In Brunei, the clay soil is not used in the construction rather it is excavated during construction and thrown away to a wasteland, the use of cocopeat will encourage the clay soil to be improved and effective for construction purposes. The cocopeat inclusions are cheaper and readily available since they are gotten from the coconut husk(Choudhry, 2014). The previous research on reinforcement of soil with cocopeat and the consolidation effects of clay soil are summarized in this section which majorly focuses on the techniques, procedures as well as the results. Unreinforced clay soil specimens prepared at 17.8kN/m3 of dry unit weight portrayed a very brittle behaviour with 0.9% failure. The specimens were made with the coir fibre content of 1.6%, 0.8%, and 0.4%. The full consolidation was assumed to occur after the level of water in the burette which is joined to the valve for drainage becomes constant. The results of the compaction show that the optimum content of moisture of the reinforced clay with untreated and treated coir fibre increases with an increase in the content of coir fibre(Kaniraj, 2014). The optimum moisture content of clay was 12%. The stress-strain behaviour of reinforced clay with diverse percentages of coir fibre is as shown in figure 1 below. The inclusion of CCL4 treated coir fibre to the clay resulted in greater frictional angle and cohesion improvement. Samples that are saturated were prepared for triaxial compression and conventional consolidation test. For the samples preparation, there was a consideration of the technique of slurry. The characteristic of the human hair strength was then determined by the test of tensile strength. The mechanical and physical properties of the used human hair are as shown in the figure below. When samples that are saturated are tested in the triaxial apparatus by the application of the back pressure, the method may take a long duration in case of longer dimensions of the samples. The human hair reinforced samples and unreinforced samples with the diverse percentage of human hair content of 30%, 20%, and 10% were mixed with water that is distilled to form the slurry(Shukla, 2016). The stress of deviator increases until unreinforced clay attains 15% axial strain, however, for the samples reinforced, the test proceeds until 20% axial strain is of. From the test of oedometer, the reinforced and unreinforced samples decrease in pressure as more human hair are added to the mixture(Pradhan, 2013). Some of the dynamic properties of a soil sample include tensile strength, compression, and shear properties. The damping ratio and shear modulus are the two major variable characteristics of the dynamic response of soil analysis. The specimens were prepared by mixing clay soil with different polypropylene monofilament fibres percentages. The compaction test was done on a mixture of polypropylene monofilament fibres with clay soil after a homogeneous mixture off. The optimum polypropylene monofilament fibres content was found to be 0.2% for the composite(Sivakumar, 2013). The damping ration against the shear strain of polypropylene monofilament fibres reinforced clay is as shown in the graph below: The inclusion of discrete coir fibre that is randomly distributed improves the strength parameters of the clay soil as in case of construction using reinforced concrete. The test of the model footing was conducted on the coir fibre reinforced clay with an aim of investigating the behaviour of pressure settlement of coir fibre reinforced clay that is randomly distributed and the impacts of the content of coir fibre on the bearing capacity(Vasan, 2017). The results of the maximum dry density for reinforced and unreinforced clay soil using the standard Proctor compaction test is as shown in the figures 3(a) and (b) below: The model footing test was done for reinforced clay and unreinforced clay 1.0%, 0.75%, 0.5%, and 0.25% cocopeat for 25mm, 50mm, and 100mm thickness. The curve of load settlement for reinforced and unreinforced clay are as shown in the figures 4(a) and (b) below: No. Author and Year Fibre Preparation of Sample Experiment Performed Results 1 (Choudhry, 2014) Coir fibre The coir fibre content of 1.6%, 0.8%, and 0.4% Consolidation test The results of the compaction show that the optimum content of moisture of the reinforced clay with untreated and treated coir fibre increases with an increase in the content of coir fibre. The optimum moisture content of clay was 12%. 2 (Mali, 2017) Human hair The diverse percentage of human hair content of 30%, 20%, and 10% were mixed with water Triaxial compression and conventional consolidation test The stress of deviator increases until unreinforced clay attains 15% axial strain, however, for the samples reinforced, the test proceeds until 20% axial strain is attained 3 (Shukla, 2016) Polypropylene monofilament fibres The specimens were prepared by mixing clay soil with different Polypropylene monofilament fibres percentages The compaction test The optimum polypropylene monofilament fibres content was found to be 0.2% for the composite. An increase in the values of shear modulus and damping ration was noted for clay with cocopeat at low ranges of shear strain. 4 (Kaniraj, 2014) Coir Fibre The reinforced clay and unreinforced clay 1.0%, 0.75%, 0.5%, and 0.25% cocopeat for 25mm, 50mm, and 100mm thickness The standard Proctor compaction test There is a significant improvement is bearing capacity of clay soil with the inclusion of coir fibre. Bibliography Choudhry, D., 2014. Mechanical behaviour of polypropylene and human hair fibres and polypropylene reinforced polymeric composites. Michigan: Int J Mech Ind Eng. Kaniraj, A., 2014. The geotechnical behaviour of fly ash mixed with randomly oriented fibre inclusions. New Delhi: Geotext Geomembr. Mali, S., 2017. Strength Behaviour of Cohesive Soils Reinforced with Fibers. Colorado: International Journal of Civil Engineering Research. Pradhan, V., 2013. Effect of random inclusion of polypropylene fibres on strength of cohesive soil. Bangkok: Geotech Geol Eng. Puppala, A., 2011. Effect of fibre reinforcement on strength and volume change in expansive soils. New York: Transportation Research Record. Shukla, B., 2016. The behaviour of plastic waste fibre-reinforced industrial waste in pavement applications. Mumbai: Int J Geotech Eng. Sivakumar, B., 2013. Influence of randomly distributed coir fibres on the shear strength of clay. London: Geotechnical and Geological Engineering.