MORPHOLOGICAL, PHYSICAL AND CHEMICAL CHARACTERISTICS OF GRANITE-DERIVED SOILS IN KURU, PLATEAU STATE, NIGERIA 1Mamzing, D. 1Loks, N.A., 1Daboro, P.C.; 1Da’ar, J. W. 2Rotbe, G, 2Deme, P. N. and 3Zata, A.I
International
Journal of Research and Agricultural Development Volume 5, Number 2, 2016
©McEvans Academic
Publications
MORPHOLOGICAL,
PHYSICAL AND CHEMICAL CHARACTERISTICS OF GRANITE-DERIVED SOILS IN KURU, PLATEAU
STATE, NIGERIA
1Mamzing,
D. 1Loks, N.A., 1Daboro, P.C.; 1Da’ar, J. W. 2Rotbe,
G, 2Deme, P. N. and 3Zata, A.I
1Department
of Agricultural Technology, Plateau State College Agriculture, Garkawa.
2Department
of Basic Studies, Plateau State College of Agriculture, Garkawa
3
Department of Soil Science, School of Agriculture and Agricultural Technology,
Modibbo Adama University of Technology Yola, Adamawa State.
ABSTRACT
The study investigated
the morphological, physical and chemical characteristics of granite-derived
soils in Kuru in order to unveil the soil productivity potential of the area
and to characterize the soils. Detailed soil survey was carried out and rigid
grid method was employed for the survey. Three mapping units were delineated as
Mu 1, Mu 2 and Mu 3 and a representative soil profile pit was sunk in each
mapping unit
and studied. Morphological properties were determined from insitu
examination of the soil profiles. Soil samples are collected according to the
pedogenetic horizons and analyzed for physical and chemical characteristics.
Results showed that the soils of Mu 1 and Mu 2 were shallow, coarse textured
with weak and crumb structure and had colour variation as pink and reddish
yellow. However, Mu 3 was also shallow; strong, fine and angular blocky and had
gray colour. High bulk density was observed in all the mapping units. pH values
of Mu 1, Mu 2 and Mu 3 had means of 5.7, 5.6 and 5.6 respectively, indicating
strong acidity. Low to very low values of total nitrogen, available phosphorus,
cation exchange cation exchange capacity and exchangeable bases were observed
in Mu 1 and Mu 2. However, the values of these parameters were moderate to high
in Mu 3. Mu 1, Mu 2 and Mu 3 were Characterized and classified as Lithic
Plintustults, Dystric Paleustults and Eutric Aquatults respectively. The soils
are constrained by acidity, poor soil characteristics and /or quality, and low
fertility status, which can be checked through management strategies such as
minimum or zero tillage, alley cropping and use of organic fertilizers, among
others.
Key
words: Morphological, physical and
chemical characteristics. Granite
INTRODUCTION
The livelihood of man and his animals
are highly connected with the soil, as it is the primary source from which man
and animals obtain their basic necessities of life. Due to this intimate
relationship of man’s prosperity with soil, it is very essential that the
knowledge of the soils in respect of its origin and formation, nature and
properties and distribution becomes imperative in this connection.
In soil science, parent material is
the underlying geological material (generally bedrock or superficial or drift
Deposit) in which soil horizons form. Soils typically inherit a great deal of
structure and minerals from their parent material and as such, are classified
based upon their contents of consolidated or unconsolidated mineral material
that has undergone some degree of physical or chemical weathering (Wikipedia,
2012). According to Wikipedia (2016), the character and chemical composition of
parent material plays an important role in determining soil properties especially
during the early stages of development. Soils developed on parent material that
is coarse grained and composed of minerals resistant to weathering are likely
to exhibit coarse grain texture.
Geological parent material such as
granite is the primary materials from which soils are formed. Granite is a type
of igneous rock which forms deep in earth’s crust as a result of cooling magma.
Granite is light in colour and composed of large crystals of quartz, feldspars
and mica (USDA, 1993). The granite which is intrusive has a coarse – grained
mineral texture due to molten rock cooling too slowly thus allowing for large mineral
crystals to grow (Wikipedia, 2016).
Morphological,
Physical and Chemical Characteristics of Granite-Derived Soils in Kuru, Plateau
State, Nigeria
According
to Purves and Blyth, (1969), granite has coarse- grained minerals, mainly
quartz which are resistant to weathering.
Morphological properties of soils
entail those properties that can only be seen and assessed. Over the years,
morphological properties of soils have been studied alongside physical
properties of soils without clear distinctions. However, Esu, (1999)
distinctively recognized the following properties as soils morphological
properties. Soil depth, cutans pores, colour, roots inclusions and horizon boundary
characteristics. Similarly, Julio et al, (2008) during field survey admitted
evaluating soil morphological properties such as texture, structure,
consistence, cutans and colour. They further revealed that it is difficult to
assess these soil properties using numerical methods.
The physical properties of a soil are
the result of soil parent materials being acted upon by climatic factors
(rainfall and temperature), and affected by topography and life forms
especially soil animals over a period of time (AZ Master Gardener manual,
1998). Several reports on phusical properties of soil which include: texture,
structure, bulk density, particle density, porosity, water content and
consistence are known as dominant factors affecting the use of the soil (Ojanuga
and Awujoola, 1981). The property which entails how a soil holds essential
minerals is a basic chemical property of every soil and is related directly to
electrical charges of atoms and molecules in the soil usually associated with
clay particles in the soil and with the soil organic matter (Bishop et al,
1983). Soil chemical properties relates to parameters such as: pH, electrical
conductivity (EC), exchangeable cations (Mg, Ca, K and Na), Cation exchange
capacity (CEC) organic carbon, available phosphorus, total nitrogen and
available micronutrients.
Kparmwang, (1993) and Olowolafe,
(1994) reported that most soils on the Jos Plateau developed on two types of parent
materials (Basalt and Granite)
MATERIALS AND METHODS
Site Description
The study area is located in the
granitic terrain at the Federal College of Land Resources Technology, Kuru
premises (Easting coordinate 0480950, Northing coordinate 1076580) in Jos South
Local Government are of plateau state which is located in the central part of
Nigeria between latitude 80, 301 and 100, 10’N
and longitude 80 201 and 90 30’E (figure 1 and
2). The study area has a surface area of
about 5,200km2 and has an average elevation of about 1,250 meter
above mean sea level and stands at an altitude of about 600 meter above the
surrounding plains. Tropical wet and dry climate characterized the area with
long-term annual rainfall of 1260mm with mean annual temperature of about 220C
and mean relative humidity of 45.63%. Jos South lies within the Northern Guinea
Savannah vegetation zone, which is open woodland predominantly covered with
different types of tree species, herbs and shrubs (Olowolafe, 2003). The
geology of the area comprises pre-cambrian basement complex rocks mainly gneiss
and older granites which have been eroded to expose the younger granite of
Jurassic age. Tertiary and quarternary volcanic rocks (mainly basalts also
occur in Jos South. The basalts are almost completely decomposed and denuded so
that only a few remnants are preserved, forming flat-topped hills (Olowolafe.
1994).
Field Work
In this study, detailed survey was
carried out and a rigid grid survey method was employed for the survey work as
described by Dent and Young, (1981). Three mapping units were delineated as Mu 1,
Mu 2 and Mu 3 and representative profile pits were hand dug to specification
2meters long, 1.5 meters wide and 2meters deep (where possible) (2m x 1.5m x 2m). The pits were described for
their morphological properties which include soil colour, texture, structure,
consistence, horizon boundary conditions and miscellaneous features such as
roots, pores, mottles etc. thereafter, eleven soil samples were collected
according to the pedogenetic horizons for laboratory analyses.
International
Journal of Research and Agricultural Development Volume 5, Number 2, 2016
Laboratory Analyses
The soil samples were air dried,
ground and screened using a 2mm sieve. Particle size distribution of the soils
was determined by the hydrometer method (NSSC, 1995). Soil colour was
determined by munsell at both moist and dry conditions of soils. Bulk density
was determined by the core method (black, 1965). Particle density was
determined using the pycnometer method (Blake and Hartge, 1986) while porosity
was calculated as
F = 1- Db x 100
DP
CEC
was determined after extraction with ammonium acetate (Jaiswal, 2003). The PH
was determined in a 1:2.5 soil-water suspension ratio using glass electrode
(IITA, 1979). The electrical conductivity of the soil samples was measured
alongside pH with an EC meter using the same soil-water suspension (Jaiswal,
2003). Organic carbon was determined using Walkley and Black wet Oxidation method, while total
nitrogen was determined by the Microkjeldhal method (Bremer and Mulvaney,
1982). Available phosphorus was analyzed using the Bray N0.1 procedure (Black,
1965). Total exchangeable acidity was analyzed using INKCL extraction and
titration (Mclean, 1965). The exchangeable cations were determined in the
extract of IN neutral ammonium acetate (NH4 0AC) and the concentrations of Ca
and Mg were read from Atomic Absorption Spectrophotometer while K and Na were
determined using flame photometer (Black 1965). Total exchangeable bases were
calculated by summing up the total exchangeable bases and the total
exchangeable acidity (Black, 1965). Percentage base saturation was calculated
by dividing the total exchangeable bases by effective cation exchange capacity
and multiplying the answers by 100 (Jaiswal, 2003).
RESULTS AND DISCUSSION
Soil Morphological
Characteristics
The morphological characteristics of
the soils are presented in Table 1. Soil profile depths of Mu 1, Mu 2 and Mu 3
were 102cm, 105cm and 115cm respectively, indicating the profiles were
relatively shallow, confirming the report of Dixon and Young (1981) that
granitic soils have shallow depths owing to rapid weathering. The variation in
soil colour ranging from gray to reddish yellow among the soils observed in Mu 1
and Mu 2 was principally due to soil mineralogy (Wikipedia, 2016) or may be to
physiographic position and differences in degree of profile development as also
reported by Hassan et al, (2015). In Mu 1 and Mu 2, the weak structure and
coarse nature of granitic soils gave rise to a consistency that is non sticky
at the Ap horizon. However, leached clay particles resulted in sticky or
plastic, firm and hard consistency at the lower depths. Similarly, leached Fe
Oxides and reduction state may be the principal reasons for Fe concretions and
mottles observed at the lower depths. The dominant gray colour at the Ap
horizon in Mu 3 may probably be the result of melanization form humified
organic matter which further gave silty clay texture to the soils with
resultant strong, fine and angular blocky structure. The existence and
interplay between Fe oxides and reduction condition resulted in the mottles
observed at the lower depths.
Soil Physical
Characteristics
The particle size distribution in Mu 1
revealed that the mean value of sand fraction (58.03% is much higher than those
of silt and clay (22.88% and 19.10% respectively) put together, with no definite
distribution pattern (Table 2). This is agreeing with the report of earlier
workers (Hill and Rackham, 1976, Ojanuga and Awujoola, 1981) that granite
derived soils are sandy and coarse textured. The peculiarity of very high sand
deposit at the first two horizons and very low sand percentage at the lower
depths in Mu 2 may be attributed to leaching effect on the fine soil particles.
This result conformed to the work of Vogel, (1992) that in granitic soils,
applied fertilizer nutrients and clay particles are lost or leached down to the
lower depths. In Mu 3 high mean value for sand fraction was observed, thus
justifying the coarse texture property of granitic soils. However, no
distribution trend was observed for particle size distribution in Mu 3. High
bulk
Morphological,
Physical and Chemical Characteristics of Granite-Derived Soils in Kuru, Plateau
State, Nigeria
density
and correspondingly high particle density, which translated to high total
porosity was recorded in Mu 1, Mu 2 and Mu 3, affirming the report of Dixon and
Young, (1981) that granite – derived soils have high bulk density and porosity.
The coarse texture characteristic of the granitic soils is the principal reason
for the high bulk density and porosity because of positive correlating between
coarse texture and bulk density and /or porosity.
Soil Chemical
Characteristics
The total mean PH value for Mu 1, Mu 2
and Mu 3 is 5.6, indicating strong acidic condition (Table 3), as is the case
with most tropical soils. Perhaps, the high rainfall in the study area, the
coarse nature of the soils and the consistent use of nitrogenous fertilizers
are the likely factors responsible for the acidic condition. Very low values
were observed for EC, OC, TN and AV.P in all the mapping units. Also, values
for exchangeable bases (Ca Mg, Na and K), TEB, TEA, CEC and ECEC were low. This
low values for chemical properties was also reported by Maribeng, (2007) in the
granitic soils of syferkuit experimental farm in University of Limpopo. The low
contents of all the chemical parameters as recorded in these soils may be
attributed to the coarse nature of the soils which have low capacity to hold
soil nutrients. This proved the report of Idoga et al, (2007) that particle
size distribution affects both water and nutrient retentive abilities of soils
and consequently soil productivity. Camps and Macia, (1996) further confirmed
that the coarse grained texture and resultant low CEC of soils developed on
granitic parent material promotes leaching of cations such as K. Mg and Ca.
Maribeng, (2007) in conformity stated that low CEC and other related chemical
parameters observed in granite – derived soils were due to low clay content in
the layers of the soils.
Soil Classification
The USDA soil Taxonomy diagnostic
criteria for soil classification was used in classifying the soils (Soil Survey
Staff, 1998). The soils of Mu1 was acidic in nature typical of Ultisols at the
order level of soil classification, the soil moisture regime was dry (Ustic),
thus the soils keyed out as Ustults at the suborder level. The presence of
gravels and Plinthites was observed in the pedon, this further classified the
soils as Plinthustults at the great group level. The shallow depth to bed rock
(Lithic) characteristic of this soil unit qualified these soils to be
classified as Lithic Plinthustults.
The soils of Mu 2 had an Ap horizon
with their base saturation calculated from neutral. Ammonion acetate to be <
50% (with continous rapid nutrient depletion in focus). The soils of this
mapping unit was Ultisols at the order level because of its characteristic low
pH values, the soils were classified under ustic soil moisture regime and
therefore keyed out as Ustults at the suborder level. The pedon was
characterized by low clays as a result of prolonged weathering process thus the
soils were further classified as Paleustults at the great group level. The low
levels of base saturation (Dystric) in this pedon qualified the soils as Dytric
Paleustults.
As general characteristic of the Ultisols,
Mu 3 had low pH values and so was classified as Ultisols at the order level,
with ustic soil moisture regime thus qualified as Ustults at the great group
level. The pedon was characterized by high base saturation (Eutric) with a
considerably wet condition (Aqu) observed at the two lower horizons. Therefore
the soils were classified at the sub group level as Eutric Aqustults.
CONCLUSION
The granite – derived soils present
constraints to agricultural land use considering their low soil quality and
soil fertility related properties. Soil management practices to improve soil
physico-chemical properties of these granitic soils are inevitable. With the
present pressure on land use for crop production, management strategies aim at
improving the soil structure and water/nutrient holding capacity such as alley
cropping, minimum or zero tillage, and the use of organic fertilizers are
recommendable.
International
Journal of Research and Agricultural Development Volume 5, Number 2, 2016

![]() ![]() |
Horizon
|
Profile
depth
(cm)
|
Soil
colour (moist)
|
Tex.
class
|
Structure
|
Consistency
|
Boundary
|
Miscellaneous observations
|
1
|
Ap
|
0-18
|
7.5YR
N6/
|
SL
|
wmcr
|
wns mvfr
dl
|
Cs
|
Many fine
roots and pores with medium quartz grains.
|
|
C1
|
18-40
|
7.5YR 6/6
|
SL
|
wmcr
|
wns mvfr
dl
|
Cs
|
Few
medium roots and pores.
|
|
C2
|
40-85
|
7.5YR 7/6
|
SCL
|
mmsbk
|
wss mf dh
|
Cs
|
Many
medium Fe concretions.
|
|
C3
|
85-102
|
7.5YR 7/6
|
SCL
|
mmsbk
|
ws mf dh
|
Cs
|
Few and
fine distinct mottles.
|
2
|
Ap
|
0-30
|
7. 5YR
7/4
|
SL
|
wmcr
|
wns mvfr
dl
|
Cs
|
Many fine
roots and pores with medium quartz grains.
|
|
AC1
|
30-70
|
7. 5YR
7/6
|
SCL
|
mmsbk
|
wss mf dh
|
cw
|
Common
medium roots and distinct dark reddish brown mottles (2.5YR 3/6 moist).
|
|
AC2
|
70-105
|
7.5YR N6/
|
SiC
|
Sfab
|
wvp mf
dh
|
dw
|
Many fine
and faint dark reddish brown mottles (2.5YR 3/6 moist).
|
3
|
Ap
|
0-20
|
7.5YR N4/
|
SiC
|
Sfab
|
wvp mf
dh
|
cs
|
Common
fine and medium roots and pores.
|
|
AC
|
20-44
|
7. 5YR
N4/
|
SiCL
|
Sfab
|
wsp mf
dh
|
cw
|
Common
medium roots and fine distinct dark reddish mottles (2.5YR 3/6 moist).
|
|
C1
|
44-80
|
7. 5YR
N6/
|
SCL
|
mmsbk
|
wss mvfr
ds
|
dw
|
Common
medium concretions.
|
|
C2
|
80-115
|
7. 5YR
7/4
|
SC
|
mmcr
|
wss mvfr
ds
|
cw
|
Common
fine concretions.
|

Key:
Texture: Tex = textural, SL = sandy
loam, SCL = sandy clay loam, SiC = silty clay, SiCl = silty clay loam, SC =
sandy clay
Structure: w = weak, 1st m
= moderate, 2nd m = medium, cr = crumb, sbk = subangular blocky, s =
strong, f = fine, p = plastic, ab = angular blocky
Consistency: w = wet, ns = non
sticky, m = moist, vfr = very friable, d = dry, l = loose, f = firm, h = hard,
ss = slightly sticky, vp = very plastic, p = plastic, s = soft
Boundary: c = clear, s = smooth, w =
wavy, d = diffuse
Morphological,
Physical and Chemical Characteristics of Granite-Derived Soils in Kuru, Plateau
State, Nigeria
Table 2: Physical Properties of Granite-derived
Soils in Kuru, Plateau State
MU Horizon Profile depth
(Particle size distribution (%)) BD PD Total porosity
![]() |
|
(cm)
|
Sand
|
Silt
|
Clay
|
(gcm-3)
|
(gcm-3)
|
(%)
|
1
|
Ap
|
0-18
|
57.70
|
30.10
|
12.20
|
1.00
|
2.67
|
63
|
|
C1
|
18-40
|
57.60
|
28.80
|
13.60
|
1.07
|
2.76
|
61
|
|
C2
|
40-85
|
53.20
|
19.00
|
27.80
|
1.05
|
2.76
|
62
|
|
C3
|
85-102
|
63.60
|
13.60
|
22.80
|
1.06
|
2.78
|
62
|
|
Mean
|
|
58.03
|
22.88
|
19.10
|
1.05
|
2.74
|
62
|
2
|
Ap
|
0-30
|
56.60
|
32.00
|
11.40
|
1.02
|
2.73
|
63
|
|
Ac1
|
30-70
|
53.70
|
31.10
|
15.20
|
1.12
|
2.78
|
60
|
|
Ac2
|
70-105
|
6.30
|
51.40
|
42.30
|
1.09
|
2.78
|
61
|
|
Mean
|
|
38.87
|
38.17
|
22.96
|
1.08
|
2.76
|
61.33
|
3.
|
Ap
|
0-20
|
15.30
|
50.50
|
34.20
|
0.95
|
2.71
|
65
|
|
Ac
|
20-44
|
19.00
|
45.80
|
35.20
|
1.03
|
2.67
|
61
|
|
C1
|
44-80
|
49.60
|
21.60
|
28.80
|
1.06
|
2.76
|
62
|
|
C2
|
80-115
|
57.20
|
15.00
|
27.80
|
1.00
|
2.77
|
64
|
|
Mean
|
|
35.28
|
33.23
|
31.50
|
1.01
|
2.73
|
63
|
|
Total Mean
|
|
44.53
|
30.81
|
24.66
|
1.04
|
2.74
|
62.20
|

International
Journal of Research and Agricultural Development Volume 5, Number 2, 2016
Table 3: Chemical Properties of Granite-derived
Soils in Kuru, Plateau State
MU Horizon Depth
pH EC O.C
T.N AVP ( (cmol
(+) kg-1) )
BS

1
|
Ap
|
0-18
|
5.6
|
0.026
|
1.32
|
0.10
|
5.60
|
1.51
|
0.79
|
0.29
|
0.20
|
2.79
|
1.60
|
5.60
|
4.39
|
50
|
|
C1
|
18-40
|
5.6
|
0.022
|
1.14
|
0.07
|
3.85
|
1.21
|
0.89
|
0.30
|
0.18
|
2.58
|
1.70
|
5.15
|
4.28
|
50
|
|
C2
|
40-85
|
5.7
|
0.022
|
0.50
|
0.05
|
4.90
|
1.20
|
0.90
|
0.40
|
0.18
|
2.68
|
2.20
|
5.50
|
4.88
|
49
|
|
C3
|
85-102
|
5.9
|
0.028
|
0.50
|
0.06
|
3.50
|
1.12
|
0.85
|
0.32
|
0.16
|
2.45
|
1.50
|
4.90
|
3.95
|
51
|
|
Mean
|
|
5.7
|
0.025
|
0.87
|
0.07
|
4.46
|
1.26
|
0.86
|
0.33
|
0.18
|
2.02
|
1.75
|
5.29
|
4.38
|
50
|
2.
|
Ap
|
0-30
|
5.4
|
0.044
|
1.40
|
0.10
|
4.20
|
1.22
|
0.99
|
0.29
|
0.18
|
2.68
|
2.20
|
5.12
|
4.88
|
52
|
|
AC1
|
30-70
|
5.8
|
0.046
|
0.70
|
0.09
|
5.60
|
1.01
|
0.97
|
0.35
|
0.16
|
2.49
|
2.00
|
4.80
|
4.49
|
52
|
|
AC2
|
70-105
|
5.5
|
0.030
|
0.40
|
0.05
|
4.20
|
0.94
|
0.99
|
0.29
|
0.16
|
2.38
|
1.20
|
4.70
|
3.58
|
51
|
|
Mean
|
|
5.6
|
0.040
|
0.83
|
0.08
|
4.67
|
1.06
|
0.98
|
0.31
|
0.17
|
2.52
|
1.80
|
4.87
|
4.32
|
51.67
|
3.
|
Ap
|
0-20
|
5.1
|
0.040
|
0.70
|
0.06
|
5.60
|
2.01
|
1.19
|
0.30
|
0.17
|
3.67
|
2.80
|
5.38
|
6.47
|
68
|
|
AC
|
20-44
|
5.5
|
0.030
|
0.45
|
0.04
|
5.60
|
1.71
|
0.99
|
0.31
|
0.19
|
3.20
|
2.00
|
5.26
|
5.20
|
61
|
|
C1
|
44-80
|
5.5
|
0.054
|
0.40
|
0.04
|
5.40
|
1.51
|
0.99
|
0.28
|
0.19
|
2.97
|
1.90
|
5.13
|
4.87
|
58
|
|
C2
|
80-115
|
5.9
|
0.034
|
0.42
|
0.03
|
4.90
|
1.11
|
0.86
|
0.29
|
0.15
|
2.41
|
2.00
|
4.83
|
4.41
|
50
|
|
Mean
|
|
5.5
|
0.040
|
0.49
|
0.041
|
5.38
|
1.58
|
1.01
|
0.30
|
0.18
|
3.06
|
2.18
|
5.15
|
1.24
|
59.25
|
![]() |
TotalMean
|
|
5.6
|
0.034
|
0.72
|
0.06
|
4.85
|
1.32
|
0.95
|
0.31
|
0.17
|
2.75
|
1.92
|
5.12
|
4.67
|
53.8
|
Morphological,
Physical and Chemical Characteristics of Granite-Derived Soils in Kuru, Plateau
State, Nigeria
REFERENCES
Camps,M.and
Macia,F.(1996). Relationships between So4,Al, Fe, pH in Aridic Soils and
Ferralic Soils all Derived from amphibiolite in Galacia. NWSpain. XIII
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Dixon, J.C
and Young R.C (1981). Character and Origin of Deep Areanceaous Weathering
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Hassan A.
M., Raji, B. A., Malgwi, W. B. and Agbenin, J.O (2015) the Basaltic Soils of
Plateau State, Nigeria: Properties, Classification and Management Practices. Journal of soil science and Environment
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Hill, I.D.
and. Rackham, L.J (1976). Land Resources of Central Nigeria. Agricultural
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Idoga, S.;
Ibanga, I. J. and Malgwi, W.B. (2007). Variation
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p.19-30.
Kparmwang,
T. (1993). Characterization and
Classification of Basaltic Soils in the Northern Guinea Savanna Zone of
Nigeria. Unpublished Doctoral Thesis, Department of Soil Science, ABU,
Zaria, Nigeria
Maribeng,
L. (2007). The influence of parent
material (granite and schist) on physical and chemical properties of soils on
the Syferkuil experimental farm. Unpublished mini- dissertation submitted
in partial fulfillment of the requirement for the degree of Master of Science in Agriculture University of
Limpopo, School of agriculture and environmental sciences, Dept of soil science
and remote sensing 60pp.
Ojanuga,
A.G and Awujoola, T.A. (1981) Characteristics and Classification of Soils of
the Jos Plateau, Nigeria. Nigeria
Journals of soil sciences, Vol.2 101-119.
Olowolafe, E.A.
(1994). Distribution and Properties of
Soils Developed in Volcanic, Parent Materials on the Jos Plateau.
Unpublished Doctoral Thesis. Department of Geography and Planning, University
of Jos, Nigeria.
Purves, W.D
and Blyth, W.B.,(1969). A study of Associated Hydromorphic and Sodic Soils on
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Agric Res. 7:99.
Soil Survey
Staff (1998). Keys to Soil Taxonomy. USDA Soil Conservation Service 8th
Edition Washington DC.
USDA, (1994).Procedures for Collecting soil
Samples and Methods of Analysis for Soil Survey, United States Department of
Agriculture Soil Survey Report Investigations: 7.
Vogel, H.
(1992). Morphological and Hydrological Characteristics of Gleying Granite Soils
and their Potential for Crop Production. A case study from Zimbabwe. Soil
Technology 5 (4): 303-317.
International
Journal of Research and Agricultural Development Volume 5, Number 2, 2016
Wikipedia,
the free encyclopedia (2016). Retrieved
February, 7, 2016. Granite and Basalt.
From: https://en.wikipedia.org/wiki/granite
Wikipedia, the free encyclopedia. (2012)
Retrieved June 28, 2012. From: http://en.wikipedia.org/wiki/Parent-material
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