THE RELATIONSHIP BETWEEN FISCAL DEFICIT AND MACROECONOMIC PERFORMANCE IN NIGERIA



CHAPTER ONE 
The growth and development of the Nigerian economy has not been stable over the years as a result, the country’s economy has witnessed so many shocks and disturbances both internally and externally over the decades. Internally, the unstable investment and consumption patterns as well as the improper implementation of public policies, changes in future expectations and the accelerator are some of the factors responsible for it (Siyan and Adebayo, 2009). Similarly, the external factors identified are wars, revolutions, population growth rates and migration, technological transfer and changes as well as the openness of the country’s economy.
The cyclical fluctuations in the country’s economic activities has led to the periodical increase in the country’s unemployment and inflation rates as well as the external sector disequilibria(Okunrounmu, 2003). In other words, fiscal policy is a major economic stabilisation weapon that involves measure taken to regulate and control the volume, cost and availability as well as direction of money in an economy to achieve some specified macroeconomic policy objective and to counteract undesirable trends in the Nigerian economy (Okunrounmu, 2003). Therefore, they cannot be left to the market forces of demand and supply as well as other instruments of stabilization such as monetary and exchange rate policies among others, are used to counteract are problems identified (Odedokun, 2008). This may include either an increase or a decrease in taxes as well as government expenditures which constitute thebedrock of fiscal policy but in reality, government policy requires a mixture of both fiscal and International Review of Social Sciences and Humanities, monetary policy instruments to stabilize an economy because none of these single instruments can cure all the problems in an economy (Ndiyo and Udah, 2003).
The Nigeria economy started experiencing recession form early 1980s that leads to a depression in the mid 1980s. This depression continued until early 1990s without recovering from it. As such, the government continually initiated policy measures that would tackle and overcome the dwindling economy. Drawing the experience of the great depression, government policy measure to curb the depression was in the form of increase government spending (Nagayasu, 2003). According to Okunroumu, (2003), the management of the Nigerian economy in order to achieve macroeconomic stability has been unproductive and negative hence one cannot say the Nigeria economy is performing. This is evidence in the adverse inflationary trend, government fiscal policies, undulating foreign exchange rates, the fall and rise of gross domestic product, unfavourable balance of payments as well as increasing unemployment rates are all symptoms of growing macroeconomic instability. As such, the Nigeria economy is unable to function well in an environment where there is low capacity utilization attributed to shortage in foreign exchange as well as the volatile and unpredictable government policies in Nigeria (Anyanwu, 2007).
In any economic system, there is always the need for government to undertake very useful measures aimed at shaping various developmental aspirations. One of such measures is fiscal/budget deficit. The relationship between fiscal deficits and macroeconomic variables (such as growth, interest rates, trade deficit, exchange rate, among others) represents one of the most widely debated topics among economists and policy makers in both developed and developing countries (Obinna, 2000). This relationship can either be negative, positive or a no positive or negative relationship. The differences on the nature of the relationship between budget deficits and these macroeconomic variables as found in economic literatures according to Egwaikhide (2002), could be explained by the methodology the country and the nature of the data used by the different researchers.
There is a sharp divergence of views on how fiscal deficit affects the economy. The conventional view, embodied in the Washington Consensus and held by the international financial institutions (IFIs), is that fiscal deficit, particularly in the context of developing countries, represents the most important policy variable affecting the rest of the economy.
According to this view, the relationship between fiscal deficit and other macroeconomic variables is set to depend on how the deficit is financed. It stipulates that money creation leads to inflation, government borrowing crowds out private investment and external debt leads to balance of payments crises (Easterly and Schmidt, 1993).
On the contrary, many economists question the validity of the view that budgets should always be balanced. James Tobin is of the view that what is really important is appropriate fiscal policy which may or may not balance the budget. He argues that there are built-in stabilizers in the fiscal system and that deficit performs a useful function in absorbing savings that would otherwise be wasted in unemployment, excess capacity or lower output. This view is shared by Saleh (2003), who maintains that even in the long- run equilibrium; zero is not a uniquely interesting figure for the budget deficit. Fiscal deficit could be seeing from many angles. It is the gap between the government’s total spending and the sum of its revenue receipts and non-debts capital receipts, (Easterly and Rebelo, 2003).It represents the total amount of borrowed funds required by the government to completely meet its expenditure. It could also be defined as the excess of total expenditure including loans net of payments over revenue receipts and non-debt capital receipts. It also indicates the total borrowing of the government, and the increment to its outstanding debt.
Despite the fact that realized revenues are often above budgeted estimates, extra budgetary expenditures have been rising so fast and result in fiscal deficit, Anyanwu (2007), and Robini(2001), shows that budget deficit in developing countries are heavily influenced by the degree of political instability as well as public finance considerations with no apparent direct effect of elections. Investigations show that Nigeria was caught in the deficit trap since early 1980s when the world oil market collapsed. Since then, there have been frantic efforts to exit the deficit trap but all to no avail instead, the mode of financing the deficit has been the major factor including rapid monetary growth, exchange rate depreciation and rising inflation.
1.2.         Statement of Problem
In spite of government efforts at devising policy measures aimed at overcoming fiscal deficit, fiscal deficit has persisted in the Nation’s economy which its adverse effect is being perceived on key macro-economic variable. In less developed nations, borrowing from international financial institutions and Central Bank to finance sizeable portion of the deficits contribute to liquidity and inflation (Egwaikhide, 2002).
This is because rather than spending the borrowed money on capital expenditure such as building roads and dams improving agricultural sector, etc which may improve standard of living of the people, and hence, their productivity which in turn, may improve the country’s economic growth, this borrowed money is spent on pension and transfer payment. This has led to situations where expenditure could not be curtailed, resources could not be raised for fear of adverse effects, and greater deficits fuelled further inflation.
The impact of fiscal deficit on the development of the Nigerian Economy depends on the financing techniques(Inflation tax or bond financed deficit). Money creation to finance deficit often leads to inflation while domestic borrowing inevitably leads to a credit squeeze through higher interest rates or through credit allocation (Easterly and Robello 2004, Sowa, 2004). It is pertinent to note that Nigeria has relied very much on inflation tax (about 70%) and the non-banking holding about15-20% in government bond, (Diamond and Ogundare, 2002). The exact quantitative impact of such mix of deficit financing can better be X-rayed by the impulse response function. Some researcher believe that fiscal deficit has a positive relationship (without put growth while others state that deficits are negatively with output growth accumulation and hence negatively with output growth (Egwaikhide 2005, Soludo 2008).
It is therefore a core research issue and this is the pivot of this study. To critically look at the impact of fiscal deficit on the development of the Nigeria Economy in Nigeria. Currently, there is no consensus on the matter. The level of economic development and the fiscal structure of Nigeria compound this problem. Besides, previous studies have advanced in characterising the implications of alternative sources and composition of deficits spending without investigating whether fiscal deficit lead to economic growth.
1.3.         Objectives of the Study
The broad objective of the study is to determine the relationship between fiscal deficit and macroeconomic performance in Nigeria. Specifically, the study will:
i. Determine the impact of fiscal deficits on macroeconomic aggregates in Nigeria.
ii. Examine whether fiscal deficit leads to economic development in Nigeria.
iii. Examine the nature of relationship between fiscal deficits and macroeconomic aggregates in Nigeria.
1.4.         Research Hypotheses
H0: There is significant relationship between fiscal deficit and inflation, government taxes in Nigeria
H0: There is no significant relationship between government deficit and government expenditure in Nigeria
H0: There is significant relationship between Fiscal deficits and unemployment, economic growth in Nigeria
1.5.         Scope of the Study
The study is on “fiscal deficit and development of Nigeria economy”. Hence, it entails the use of macroeconomic variables such as Gross Domestic product (GDP) a proxy for economic growth, government expenditure (GEXP), Inflation rate (INF), government deficit (GDEF),government taxes (GTAX), and unemployment (UNEMP) and also the long-run relationship between fiscal deficit and macro-economic variables like exchange rate, interest rate. The data on the above variables will cover the period of 1984-2014. The choice of this period is based on data availability.
1.6 Organization of the Study
This study is divided into five sections. The first section is the introduction. In section two, relevant theoretical and empirical literatures are reviewed.
Section three is the methodology. The model used is stated. The sources of the data and their description, the estimation procedure are all stated. Section four shows the presentation, analysis and interpretation of results. The fifth section is the concluding part of the work, the summary of findings and policy recommendations.


EFFECT OF GROUNDNUT SHELL ASH ON SOIL STABILIZATION



ABSTRACT  
As the topic of this research project implies (Effect of groundnut shell ash on lateritic soil properties) and which aim and objective are to shed light on Engineering Properties of Laterite Soil which is extensively used as a construction materials in Civil Engineering Project which is accomplished through intensive field investigation and comprehensive laboratory test.  The index property test classified the soil as (A-2-4) subgroup under the AASHTO soil classification scheme.  Thus the material is deemed inadequate for use as a road pavement base or sub-base.  Index and geo-technical properties test conducted in the soil containing groundnut shell ash combination shows significant improvement in properties.  All test on this research were carried out in accordance with BS (1377:1975).  Although G.S.A. does not have the same binding power with cement but from the analysis of the result been carried out on G.S.A. shows that it can be used as a binding agent in the absent of the cement 4% of G.S.A. content was also observed to be the optimum content. All test and analysis are shown in chapter three and four.
CHAPTER ONE    
INTRODUCTION: The search for alternative binder or pozzolanic material has become a challenge to national development.  Potential of laterite soil as a reliable and durable construction material is highly locally available and has been one of the major building materials for a long time. One of the various soil types that occur in the tropic and sub-tropic laterite is one of the commonest types and is of special interest in building and road constructions. Laterite soils are highly weathered soil which contains large but extremely variable proportion of iron and aluminum oxides well as quartz and other minerals.  AASHTO classified soils into seven groups. A – 1 to A – 7. According to the AASHTO subgrade classification system, residual soils are typically classified in the A – 2 category (AASHTO Designation: M 145 – 87).  The glacial soil found in the northern states can be classified as either gravel  (A – 1) sand (A – 2), Silts (A – 5) or silty clays (A – 6).  The coaster soils along the eastern seaboard and in the gulf area are largely sands and gravel.  Note, however, that within this region are extensive area of highly plastic clay (A – 7). According to Ola (1978) most lateritic soil for road fall within the A – 2, A – 6 and A – 7 group and lateritic soil have been found in the A – 3 and A – 5 group. Laterite is defined in Osula (1984) is a highly weathered tropical soil, rich in secondary oxide of any or a combination of iron, aluminum and manganese, manganese having been reported as a predominant element with combination with iron is some varieties of laterites notable those in India,  Nigeria laterite soil are derived from basic igneous, metamorphic and sedimentary rock and can be found in the sedimentary basin and over the basement complex area of the country (Durotoye 1983).  Laterite soil has been successfully used in various aspect of civil engineering construction project.  Laterite materials are employed in the construction of airports, runways, highways, earth fill dam, low cost building etc. Osinubi and Kate (1997) have described laterite soil as the most common pavement materials in the tropics and sub-tropics. Some laterite soil, like laterite clays required improvement on the engineering properties before they can be used in any form of construction due to the fact that these soil have high swelling potentials which caused problem in construction thereby making them not favourable when used for construction materials in their natural states. 1.1     BACKGROUND OF THE STUDY A lot of research activities have been carried out on lateritic sills but little emphasis have been laid on the relationship between plasticity (consistency limit) and compressibility characteristics.  Negligence on the part of construction engineers have led to uncountable road and structure failure within the Sub-Sahara Africa.  According to Ashworth (1996), it was revealed that lateritic soils are graded with deficiency in sand and silt size particles. Ola (1974), investigated stabilization problems associated with laterite and the modified result is used in production of blocks.  Balogun (1982), investigated some physical and geotechnical properties of laterite soil in Shagamu, Southwestern Nigeria, this found to have significant difference in some index properties and crushing strength of three Southwestern Nigeria lateritic clay deposits with the aim of seeing how the materials could be used for bricks.  The result of the findings showed that firing increase the strength tremendously. A problem laterite soil is those that do not yield reproducible result using standard laboratory testing procedures.  The soils are difficult to evaluate as engineering construction materials.  The peculiar problem of this soil have been identified as thermal and mechanical instabilities i.e the susceptibility to significant change on the addition of small levels of the thermal or mechanical energy. This research project is to investigate the characteristic properties of lateritic soil located at Irewole Local Government, Ikire in Osun State, Opposite Saw Mill, by using Groundnut shell ash as an alternate binder at various percentage replacement to know the effect which those pozzolanic has on this selected laterite soil sample which will be determined in the laboratory by multiple compaction test among others.  The result have from this test shall be used to determine the characteristic properties of the selected sample as well as to design for its mixing proportion when needed for civil engineering projects1.2     AIMS AND OBJECTIVESAIMS The aim of this research work is to determine the effect of Groundnut shell ash on lateritic soil properties so as to determine the best mix design.
OBJECTIVES                                                                                        
To determine some physical properties of the lateritic soil by adding Groundnut shell ash as alternative binder in order to check for suitability for road construction in any civil engineering project. To determine the effect of Groundnut shell ash as pozzolanic materials on lateritic soils. To determine the suitability of the modified soil on civil engineering project
1.3     SCOPE AND LIMITATIONSSCOPE The scope of this project includes the following:
To determine the strength and bearing capacity of the selected lateritic soil sample. To determine the suitability properties of the soil sample on civil engineering project. To determine the index properties of their selected soil sample according to AASHTO soil classification scheme.
LIMITATIONS This research is limited to the determination of effect which Groundnut shell ash has on lateritic soil properties if used as an alternate binder in any civil engineering project.
1.4     METHODOLOGYThe methodology of this research work involves:
Collection of laterite soil at specified site, dry it and cruch it to allow pass 20mm sieve. Collection of Groundnut shell and burn it to ash in order to obtain Groundnut shell ash and sieve it to pass 75mm or 0.075mm.  Aparture before use.  Carryout various laboratory test on lateritic soil properties e.g. sieve analysis, C.B.R test, compaction test, specific gravity test, liquid limit and plastic limit test among others. Addition of Groundnut shell ash in various proportions i.e 2%, 4%, 6%, 8% to lateritic soil properties and carry out laboratory test on it (C.B.R Test, Compaction Test, e.t.c)
1.5     JUSTIFICATION
The justification to this research work the effect of Groundnut shell ash on lateritic soil properties shall be determined through various laboratory test which will enable us to know if the addition of groundnut shell ash as an alternative binder in laterictic soil properties is good and if it can be use in any civil engineering project.


QUALITY AND IMPROVEMENT OF BEARING CAPACITY OF SANDY SOIL BY GROUTING



The construction of structure on weak ground often requires the soil to be improved in order to ensure the safety and the stability of surrounding buildings. The ground improvement in granular soils can be achieved by different methods such as vibro-floatation, compaction piles, and compaction with explosives, excavation and replacement, grouting e.t.c. The selective of the most suitable method depend on a variety of factors, such as: soil conditions, required degree of compaction, types of structure to be supported, as well as site specific considerations available time for completion of the project, availability of equipment and materials e.t.c. Soil compaction can offer effective solutions for many foundation problems and his especially useful for reducing total settlement in sand. Sandy soil means most of the soil particles are bigger than 2mm in diameter. It gives good water drainage and has a low capacity to hold nutrients. Sandy soil does not hold moisture very well. It is granular and consists of rock and mineral particle that are very small. Therefore, the texture is gritty and is formed by the disintegration and weathering of rocks such as limestone, granite, quartz and shale. Is also easier to cultivate it if it is rich in organic materials but then it allows drainage more than needed. This results in over drainage and dehydration of the plant in summer. It warms very fast in the spring season. Grouting on the other hand is a process whereby stabilizes either in the form of suspension or solution is injected into sub surface soil. Sandy soil is the largest particle in the soil when you rub it, if feels rough. This is because it has sharp edges and it does not hold many nutrients.
HISTORICAL BACKGROUND OF GROUTING
The development and history of compaction grouting over the last 30-40 years as been established by many distinguished researcher, design engineer and design contractor. Many technical papers are been published dealing physically with the issues surround compaction grouting design such as: “compaction grouting, 1973”, “planning and performing compaction grouting” 1974. These and other important reference are the main stream basis of knowledge for the highly specialize engineering and construction technique know as compaction grouting. The compaction grout method as some unique features which allow distinct advantages over other remedial method of geo-technical construction. In many distances growth is the only viable solution. Some of the advantages include: Economic: Many time compaction grouting is the only feasible solution to foundation settlement problems, other than demolishing the structure and re-building with expensive deep foundation technique. Minimal disturbance: During the grouting operation, destructure may remain occupied and in service. Minimal risk: Compaction grouting offers minimal risk of catastrophic structural failure while re-leveling structure. Other are: Minimal geotechnical exploration, provide greater support for structures, cost factor e.t.c.
AIM AND OBJECTIVE To determine the nature of the sandy soil particles. To determine the degree of the sandy soil compatibility. To carry out the improvement of sandy soil through grouting. To carryout some laboratory test on sandy soil such as compaction test California bearing ration (CBR) test, atterberg LIMIT test, liquid limit test, Plastic limit test, sieve analysis test in comparing the effectiveness of grouting system.
SCOPE OF THE STUDY
LIMITATIONS OF THE STUDY
The limitations of this study are: TIME FACTOR: Limited time that does not permit to carryout many practical.AREA OF STUDY: This project is limited the technical study of sandy soil properties. 


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