logical and engineering characteristics of kashmir soils...

33
PHYSICO-CHEMICAL AND ENGINEERING PROPERTIES OF SOME KASHMIR SOILS CHAPTER : FOUR Very scanty information is available in the literature about the physical nature, overall chemical composition, Minera- logical and engineering characteristics of Kashmir soils. It was therefore of interest to investigate these characteristics of Kashmir soils. In this chapter results of these investi- gations on four different Kashmir soils5viz Pampore, Hazratbal, Chattargam and Lasjan have been presented. The X-ray analyses and transmission electron microscopy of these soils reveal the presence of Kaolinite, illite and chlorite as the principal clay minerals. Attempts have also been made to semiquantize these major clay minerals present in these soils . 4.1. PHYSICO-CHEMICAL PROPERTIES The results of some physico-chemical investigations such as pH, salt content, inorganic carbon, organic carbon and organic matter content are presented in Table 1. The soil pH was found to be nearly similar in all the four soils ranging from 7.7 to 7.9. The soluble salt content in the soils has been found to be ranging from 0.039 to 0.120 per cent. The soils from the Pampore and Hazratbal areas showed

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Page 1: logical and engineering characteristics of Kashmir soils ...shodhganga.inflibnet.ac.in/bitstream/10603/23986/12/12_chapter 4.pdfThe CEC of soils, on the other hand, is ... out that

P H Y S I C O - C H E M I C A L AND E NGINEE RING

P R O P E R T I E S OF SOME K A S H M I R SOILS

CH APTER : FOUR

Very scanty i n f o r m a t i o n is a v a i l a b l e in the l i t e r a t u r e about

the p h y s i c a l nature, overall c h e mical composition, M i n e r a -

logical and e n g i n e e r i n g c h a r a c t e r i s t i c s of K a s h m i r soils. It

was t h e r efore of i n t e r e s t to i n v e s t i g a t e these c h a r a c t e r i s t i c s

of K a s h m i r soils. In this c h ap ter r e sults of these i n v e s t i ­

gations on f o u r d i f f e r e n t K a s h m i r s o i l s 5viz Pa mpore, H a z r a t b a l ,

Chatta r g a m and L a s j a n have been presented.

The X -r ay a n a l y s e s and t r a n s m i s s i o n e l e ctron m i c r o s c o p y of

these soils r eve al the p r e s e n c e of Kaolinite, i llite and

chlorite as the p r i n c i p a l clay m i n e r als. A t t empts have also

been made to s e m i q u a n t i z e these m a j o r clay m i n e r a l s p r esent

in these soils .

4.1. P H Y S I C O - C H E M I C A L P R O P E R T I E S

The r e sul ts of some p h y s i c o - c h e m i c a l i n v e s t i g a t i o n s such as

pH, salt content, i n o r g a n i c carbon, o r ganic carbon and organic

m atter content are p r e s e n t e d in Table 1.

The soil pH was f o u n d to be n early s i m i l a r in all the four

soils rangi ng from 7.7 to 7.9. The soluble salt c o ntent in

the soils has been f o u n d to be ranging from 0.039 to 0 .120 per

cent. The soils f r o m the P a m p o r e and H a z r a t b a l areas showed

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4.2

c o n s i d e r a b l e v a r i a t i o n while as the samples from Chatta r g a m

and L a s j a n had almost s i m i l a r salt contents. The i n o r g a n i c

carbon (c arbonate carbon) express ed as CaCO^ ranged from

2.21 to 4.48 p e r cent. The o r g a n i c carbon in soil is m a i n l y

c o n t r i b u t e d by d e cayed p lant and a n ima l residues. The data

for the o r ganic m a t t e r content g r ouped the four soils into

two and worked out to be a p p r o x i m a t e l y 7 and 11 per cent.

It is of i n t e r e s t to poi nt out here that the v a l u e s obtained

for o r gani c m a t t e r content by ^ 2^2 ^ r e a‘*:men^ are m u c h l arger

than the c o m puted v a l u e s (calculated from the o r gan ic carbon

values) . This d i f f e r e n c e may be a t t r i b u t e d to the d i s s o l u t i o n

of some m i n e r a l s and ca rbon a t e s during ^ 2^2 "treatment in

a c i d i c m e di um.

4.2. E L E M E N T A L ANALYSIS

C o n c e n t r a t i o n s of some m a j o r elements of the f o u r soils studied

are p r e s e n t e d in Table 2 for the origi n a l soils as well as

for the o r g a n i c m a t t e r free soils.

The silico n c o n t e n t ranges from about 19 to 26 per cent for

o r i g i n a l soils and 23 to 29 per cent for organ ic m a t t e r free

soils. From the s i l i c o n - a l u m i n i u m ratio (Table 2), it may be

c o n c l u d e d that all the four soils are composed of a l u m i n o -

s i l i c a t e s .

C o n c e n t r a t i o n of total iron ranges from about 3 to 4 per cent

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4 .3

in o r i g i n a l soils and about 3 to 5 per cent in o r g a n i c m a t t e r

free soils. L e a c h i n g of soils (original and o r g anic m a t t e r

free) with n e u t r a l I N - N H ^ O A c did not give a s i g n i f i c a n t

quanti ty of iron as compared to the total iron c o ntent of

the soil. It is p r o b a b l e that m o s t of the iron may be p r e s e n t

in soils in f e r r i c form, p o s s i b l y as h y d r o u s oxides and b a s i c

ferric p h o s p h a t e s .

From the e l e m e n t a l analys is of the o r i g inal and organic m a t t e r

free soils, it is evident that C a , Na, K and Mg are the

m a j o r e l e m e n t s p r e s e n t and as d i s c u s s e d later, these ele me n t s

appear as m i n e r a l c onsti t u e n t s .

4.3. B A S E E X C H A N G E CAPACITY

It is well known that the i o n - e x c h a n g e p r o p e r t y of soils is

due a lmost e n t i r e l y to the clay f r a c t i o n s and o r ganic m a t t e r

present in them. A v a r i e t y of t e c h n i q u e s for the base e x c h a n g e

c a p a c i t y ( CEC) d e t e r m i n a t i o n gives a wide range of CEC v alues

for the same soils. The CEC of soils, on the other hand, is

largely d e p e n d e n t on the amount of o r g anic m a t t e r and the

44type and c o n c e n t r a t i o n of the m i n e r a l present.

The values of base e x c h a n g e capac i t y (meq/gm) are p r e s e n t e d

in Table 1 for the f o u r soils studied. These range from 0.27

to 0.61 for the o r i g i n a l soil and 0.23 to 0,50 for the soils

free from o r g a n i c m a s t e r .

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It is known that the CEC for K a o l i n i t e ranges from 0,03 to

0,15, for illite and chlorite it ranges from 0,10 to 0.40

and for h a l l o y s i t e 41^0 it ranges from 0.40 to 0 t50 m e q per

gm. The o b s e r v e d v a l u e s of CEC for the four s oils studied

depict that the clay m i n e r a l s p r e s e n t in these soils are

domina n t l y Kao lin i t e , illite and chlorite. The values

obtained for P a m p o r e and C h a t t e r g a m soils also p o i n t to the

presenc e of h a l l o y s i t e m i n e r a l s in these soils.

4.4. L E A C H A B L E ELEMENTS

It is well known that in the d y n a m i c p r oc ess of d i s t r i b u t i o n

of elements in d i f f e r e n t m a t r i c e s of an e n v i r o n m e n t , labile

compon ents are inv olved at any p a r t i c u l a r time. The labile

componen ts may be t h o ught to consist of the b a s i c c h e m i c a l

componen ts or ele ments of the m a t r i c e s that b e c o m e a v a i l a b l e

for p a r t i c i p a t i o n in b i o l o g i c a l , p h y s i c a l and c h e m i c a l i n t e r ­

actions in an e n v i r o n m e n t . ^

The data of the leach ing e x p e r i m e n t s conducted on the o r i gin al

and o r g a n i c m a t t e r free soils are p r e s e n t e d in Table 3. The

p e r c e n t a g e s of the l e a c hable e l e ment s of the total p r e s e n t

in the soils as c a l c u l a t e d are p r e s e n t e d in Table 4 for

or i gi nal and o r g a n i c m a t t e r free soils. It may be p o i n t e d

out that the total l e a c h a b l e elements obtained for four soils

studied are much m o r e than that can be e x p l ai ned by base

exchange c a p a c i t y ob tai n e d for the same soils. The CEC is

4 ,4

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4 .5

lower by a f a c t o r 1.2 to 1.9 for all the soils s tudied. The

h igher v a lues may be a t t r i b u t e d to the p r o g r e s s i v e s o l u b i ­

lization of the m i n e r a l s p r e s e n t in the soil. It is known

that the p r o c e d u r e adopted for base e x c han ge capacity

d e t e r m i n a t i o n i n f l u e n c e s the s o l u b i l i t y of the m i n e r a l s , as

a r e s u l t of which some soluble m i n e r a l s get l e ached out and

do not p a r t i c i p a t e in the cation e x c h a n g e process .

Fu rthermore , it may be said that in leaching p r o c e d u r e

e x c h a n g e a b l e eleme n t s and the s o l u b i l i z e d clay m i n e r a l s

appear in the l e a c hates along w i t h the s o l u b i l i z e d h y dr ous

oxides, a r a g o n i t e and dolo mite.

CALCIUM

The data for the l e a c h a b l e calcium ranges 'from 6 .443 to

12.492 m g/gm for the o riginal soils and from 5.48 to 5.96

mg/gm f o r o r g anic m a t t e r free soils. Calcium a c c o u n t e d for

about 13 to 25 per cent of the total l e a c h able p r e s e n t for the

original soils and for about 15 to 22 per cent of the total

from o r ganic m a t t e r free soils (Table 4). This suggests that

calcium is the p r e d o m i n a n t l e a c h a b l e element and as much as

65 to 84 per cent of the total l e a c h a b l e elem ents is calcium.

Thus, it may be c o n c l u d e d that c a lcium may be p r e s e n t in the

soils as a m i n e r a l c o n stituent.

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4.6

MAGNESIUM

leachable m a g n e s i u m values were found to be ranging from about

0.5 to 1.40 m g / g m f o r origi nal soils and 0.5 to 1.22 for

organic m a t t e r free soils. M a g n e s i u m a c c o u n t s for n earl y 6

to 23 p e r cent of the total p r e s e n t in the o r i g i n a l soils and

for about 6 to 14 per cent of the total l e a c h a b l e e l e ments

from orig i n a l soils.

POTASSIUM

Values for l e a c h a b l e K from the soils studied lies in the

range of a bout 4 to 12 per cent of the total K p r e s e n t in the

original soils. However, l o w e r values were obtained for

organic m a t t e r free soils for l e a c h a b l e K. N e a r l y 4 to 13 per

cent of the total l e a c h a b l e P o t a s s i u m in all the four soils is

accounted for K. Thus, it may be c o n c l u d e d that p o t a s s i u m

appears as a c o n s t i t u e n t of clay m i n e r a l s .

§ILIC0N

Silicon may be p r e s e n t in the soils as a h y d r o u s material,

amorphous or s o l u b l e silica. The v a l u e obtained for silicon

ranges from 0.17 to 0.24 per cent of the total p r e s e n t in

soils. This may be a t t r i b u t e d to the surface d i s s o l u t i o n of

the s i l i cate m i n e r a l s by the extra c t a n t . M o r e o v e r , much

deviation was n o t observed for the values of s i l i c o n for

organic m a t t e r f r e e soils sugges t i n g that s i licon is not

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4.7

p r e s e n t as soluble silica in these soils.

IRON

The amounts of iron obtained were only 0.04 to 0.15 per

cent of the tot al Fe p r e s e n t in the or iginal soils. 0.10

to 0.68 per cent only of the t otal l e a c h a b l e e l e m e n t s in

the soils s t udied is a c c o u n t e d for by iron. This s u g gests

that a small p e r c e n t a g e of iron may be in the a v a i l a b l e

form and the rest of it may be c o m p lexe d with soil organic

m a t t e r , as h u m i c and f u l v i c acids c o n t r i b u t e g r e a t l y to the

a b i l i t y of soil organic m a t t e r to remove m e t a l l i c ions such

n <1as F e (111) and A 1(111) from solution. The u n a v a i l a b l e

iron may also be a s s o c i a t e d with the clay m i n e rals.

4.5. THE CLAY M I N E R A L S

The clay m i n e r a l s of the four soils studied were c h a r a c t e r ­

ized by using X-ray diffra c t i o n , D i f f e r e n t i a l thermal

a n a l y s i s and T r a n s m i s s i o n e l e c t r o n m i c r o s c o p y . Attem pts have

been m a d e to s e m i q u a n t i z e the m a j o r clay m i n e r a l s p r e s e n t

in soil. The s e m i q u a n t i z a t i o n of v a r i o u s clay m i n e r a l s is

b a s e d on the p r i n c i p l e that the i n t e n s i t y of X-rays d i f f r a c t e d

by a m i n e r a l is related to the amount of that mineral,

p r o v i d e d the o p e r a t i n g c o n d i t i o n s are kept c o n s t a n t t h r o u g h o u t

92 93the sc ann i n g p e r i o d of the sample. B r o w n and B i s c a y e

s u g g e s t that the peak areas in the d i f f r a c t o g r a m s give a

, - 94b e t t e r e s t i m a t e of the clay m i n e r a l c o n c e n t r a t i o n . G r i f f i n ,

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.95 96V e m u r i and K unze and Scaffe have shown that the use of

peak h e i g h t s in c a l c u l a t i n g the relative clay m i n e r a l4'

co n c e n t r a t i o n is e a sier and faster. Howev er, H a r l e y at

al (1963), H a r l o n ( 1 9 6 6 ) and A w a s t h i ( 1979) c o n c l u d e d that

for the e s t i m a t i o n of rela tive a b u n d a n c e of clay m i n e r a l s

e i t h e r of the m e t h o d s can be used. The peak h e i g h t m e t h o d

has been used in the p r e s e n t study for the e s t i m a t i o n of

r e l a t i v e c o n c e n t r a t i o n of m a j o r clay m i n e r a l s such as illite,

c h l orite and Kaol in i t e .

The X-ray d i f f r a c t o g r a m s for these four soils are p r e s e n t e d

in Fig. 4 and thei r DT curves are p r e s e n t e d in Fig. 5. The

t r a n s m i s s i o n e l e c t r o n m i c r o g r a p h s for all the four soil samples

are p r e s e n t e d in Figures 6 to 9. The e l e c t r o n m i c r o g r a p h s

of the soils confirm the p r e s e n c e of the m i n e r a l K a o l i n i t e

and illite in them. However , the p r e s e n c e of h a l l o y s i t e has

been c o n f i r m e d in the soils from H a z r a t b a l and L a s j a n

areas .(Figures 7b, 9a and 9b).

The peaks in the X-ra y d i f f r a c t i o n p a t t e r n s for v a r ious

m i n e r a l s were i d e n t i f i e d by their b a s a l r e f l e c t i o n s . The

r e l a t i v e c o n c e n t r a t i o n of K a o l i n i t e , illite and c h l orite in

the soils s t u d i e d are given below:

4 . 8

Soil K a o l i n i t e (K ) I l l i t e (I ) Chlorite K/I

P 28.91 53.00 18.07 0,54

H 42.01 44.19 13.77 0.95

CH 43.04 44.94 12.01 0.95

LAS 23.30 52.43 24.25 0.44

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A b r i e f d e s c r i p t i o n of the m i n e r a l s found in the four

samples studied is gi ven below:

K A O L I N I T E

The r e f l e c t i o n s of 7 .1A°(12.3°), and 3.58A° (24.9°) from the

001 and 002 p l a n e s in the d i f f r a c t i o n p a t t e r n s ( F i g . 4) for

all the f o u r soils i n d i c a t e the p r e s e n c e of K a o l i n i t e . A

2.52A° (35.5°) r e f l e c t i o n was also obtained for K a o l i n i t e

(Fig .4-P ,H &. CH ) . The e l e c t r o n m i c r o g r a p h s c o n f i r m the

p r e s e n c e of K a o l i n i t e m i n e r a l in all the four soils. Well

formed, six sided f lakes (Figures 7b, 8a, 9a and 9b) show

that the m i n e r a l is well c r y stalli zed.

The c o n c e n t r a t i o n of K a o l i n i t e for the soils from H a z r a t b a l

and C h a t t a r g a m areas was found to be n e a r l y the same and

showed c o n s i d e r a b l e v a r i a t i o n both for L a s j a n and P a m p o r e

soils .

ILLITE

It is the d o m i n a n t m i n e r a l p r e s e n t in all the four soils.

The m i n e r a l is i d e n t i f i e d by its peaks around 1 0A° (8.8°)

and 5.0A° (17.7°) due to the 002 and 004 r e flections f or

all the four soils. A 2.42A° (37.0°) reflection was also

o b s e rved in all the d i f f r a c t i o n p a t terns except f or H a z r a t b a l

soil. The small i r r e g u l a r a g g r e g a t e s of poorly d e f i n e d

flakes as o b s e r v e d by e l e c t r o n m i c r o s c o p y (Figures 7a and 8b)

confirm the p r e s e n c e of illite. However, l a r g e r and thicker

4 .9

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4.10

flakes with b e t t e r defined edges have also been observed

(Figures 6a, 6b and 9b).

The p e r c e n t a g e of illite v aries from 44.1 to 52.9 per cent

for all the soils.

CHLORITE

Various peaks for chlorit e m i n e r a l were c h a r a c t e r i z e d by its

reflections from 003 ( 4 . 7 B A 0 ) and 004 ( 3 . 5 3 A 0 ) planes. It

is r a t h e r d i f f i c u l t to i d e n t i f y chlorite m i n e r a l in a mixture,

with the help of 002 (7.0A°) b asal reflect ion. Since, both

Kaolinite and c h l orite give this refl ection. In the case of

Chattargam soils a peak at 19.9°(28) was also observed for

chlorite. The p e r c e n t a g e of chlorite was found to be nearly

similar for H a z r a t b a l and Chatta r g a m soils, . Of the four soils

studied, L a s j a n soil was found to have the largest p e r c e n t a g e of

chlorit e .

HALLOY SITE

The 4.42 and 2.50A° re f l e c t i o n s from 11- and 20- planes

indicate the p r e sence of h a l l o y s i t e m i n e r a l in the soils from

H a z r a t b a l and L a s j a n areas (Fig. 4, H &. LAS). No r e f l e c t i o n s

have been observed for this m i n e r a l in the case of C h a t t a r g a m

and P a m p o r e soils. The presence of h a l l o y s i t e as t u b u l a r

particles was also c o n f irmed by e l e c t r o n m i c r o s c o p y (Figures 7b,

9a and 9b ) .

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4.11

Intense r e f l e c t i o n s from 101 and 100 p lanes (26.8° and 20.8°,

26 r e s p e c t i v e l y ) have been observed for quartz. A r e f l e c t i o n

at 2.43A° (36.5°) c o r r e s p o n d i n g to quartz has also been

observe d for H a z r a t b a l and L a s j a n soils. A r e f l e c t i o n at

3.17A° (28.1°) has been observed for all the f o u r soils.

This may be a t t r i b u t e d to the m i n e r a l f e l d s p a r which m a y be

as s o c i a t e d with quartz.

The peaks at 23.0° and 39.4° (20), i n d i c a t e the p r e s e n c e of

a n o n - c l a y m i n e r a l c a l c i t e . A r e f l e c t i o n from basal (104)

plane (30.2°, 20) has been observed for calcite in all the

four soils. The r e f l e c t i o n s around 22.0° (4.03A°) and 30.8°

(2.89A°) a p p e a r e d in all the soils e x cept for P a m p o r e soil,

i ndica t i n g the p r e s e n c e of d o l omite in these soils.

It is well known that the c h a r a c t e r i s t i c e n d o t h e r m i c rea ct i o n s

are m a i n l y due to the d e h y d r a t i o n and loss of l a t t i c water.

Whereas, e x o t h e r m i c r e a c tions are due to the f o r m a t i o n of

44 9 78,9 8new p hase s at e l e v a t e d temper a t u r e s . ’

A f airly well d e fined e n d o t h e r m around 100 to 1 1 5°C

(Fig. 5 - H ,CH and LAS) but for P a m p o r e soil which showed

poor e n d o t h e r m i c r e a ction at 95°C (Fig. 5,P), i n d i c a t e the

loss of h y d r o x y l w a t e r p r o b a b l y from the m i n e r a l illite.

The shift of e n d o t h e r m i c r e a c t i o n towards l o w e r t e m p e r a t u r e

in P a m p o r e soil e x h i b i t p oo rly c r y s t a l l i n e n a t u r e of this

m i n e r a l .

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4.12

An e n d o t h e r m i c reaction appe aring b e t w e e n 550 to 650°C in all

the four soils may be a t t r i b u t e d to the loss of OH l att ic

water from K a o l i n i t e and illite. It is i m p o r t a n t to point

out that this peak also s i g n ifies the phase t r a n s f o r m a t i o n

of quartz m i n e r a l from alpha to beta form.

The e n d o t h e r m near 880°C in all the f o u r soils i n d i c a t e s the

presence of illite. A r e l a t i v e l y flat e x o t h e r m i c peak near

950°C i n d i c a t e s the p r e s e n c e of K a o l i n i t e m i n e r a l .

A broad and s h a l l o w e n d o t h e r m b e twee n 200 to 550°C is observ ed

in all the four soils which may be due to the d e c o m p o s i t i o n

of organic m a t e r i a l s p r e s e n t in the soils.

4.6. THE E N G I N E E R I N G P R O P E R T I E S

A complete s p e c t r u m of the nature and b e h a v i o u r of soil can

be prepared only when its en gine e r i n g p r o p e r t i e s are also

investigated. The u n d e r s t a n d i n g of e n g i n e e r i n g p r o p e r t i e s

of the soil is also e s s e n t i a l both for the a p p l i c a t i o n of

the p r esent m e t h o d s of soil s t a b i l i z a t i o n for p r o d uc ing

durable e a rthen s t r u c t u r e s and for achieving f u r t h e r p r o g r e s s

in this field.

Some of the e n g i n e e r i n g p r o p e r t i e s such as G r a i n size,

Atterberg i n d i c e s , c o m p r e s s i b i l i t y and shear s t r e n g t h are of

primary i m p o r t a n c e from a p r a c t i c a l standpoi nt. The results

of the p h y s i c a l and some of the engine e r i n g p r o p e r t i e s of the

four soils i n v e s t i g a t e d are p r e s e n t e d in Table 5.

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4.13

4.6.1 THE G R A I N SIZE

The soil c o m p o n e n t s have been c l a s s i f i e d as sand, silt and clay

The grain size d i s t r i b u t i o n curves of the four soils i n v e s ­

tigated are p r e s e n t e d in Figur es 10a and 10b. It is c l e a r from

these curves that the four soils have high silt content, ranging

from 67 to 77 per cent. This fraction has been found to be

almost the same for C h a t t a r g a m and L a s j a n soils. P a m p o r e soil

contains only 5.5 per cent clay. H a z r a t b a l soil has been

found to contain a bout 14 per cent clay. The sand f r a c t i o n

ranges from 16.5 to 23 per cent in the case of all the four

soils .

The nature of the slope of the grain size d i s t r i b u t i o n curve

99indicates the g r a d a t i o n of soils. B azen p r o p o s e d that the

gradation of soils can be expre s s e d as u n i f o r m i t y c o - e f f i c i e n t

(Cu) as:

Q ~7according to M I T classi f i c a t i o n .

The size ranges are as

5and 2.0 to 0.06 mm

Silt 0.06 to 0.002 mm

Clay less than 0.002 mm

where, Dgg is the e f f e ctive d i a m e t e r of the soil p a r t i c l e of

which 60 per c e n t of the soil weight is fine r and is the

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4 . 1 4

corresponding v alue at 10 per cent finer. The u n i f o r m i t y

coefficient v alues for the four soils, viz; P,Hs,CH and LAS

are 7.11, 10,20 and 27.5 r espec t i v e l y . These values clearly

indicate that C h a t t a r g a m and Lasjan soils fall under the

category of well graded soils. ^

4.6.2. ATTERBERG INDICES

The liquid limit values for the four soils i n v e s t i g a t e d have

been c al culated from their respe c t i v e f l o w curves (Fig. 11a

and 11b) and were found to be ranging from 25.5 to 36.7 per

c e n t .

The p l as tic limit varies from 14.3 to 25.2 per cent for all

the four soils. The p l a s t i c i t y index for the four soils have

been found to range from 5 to 15.4. It is. evident from the

plasticity index that P a m p o r e soil exhi bits much lower de gree

of plasti c i t y whereas a m o d e r a t e p l a s t i c nature is shown by

Chattargam and L a s j a n soils.

The p r o p e n s i t y of soils for u n d e r g o i n g changes in volume in

the p resence of varying m o i s t u r e contents has been d e f i n e d

as Activity N u m b e r (A). The quantity of water involved in

effecting the change in v o l u m e is d e p e ndent largely upon the

type and q u a nt ity of coll o i d a l clay 'fraction. This r e l a t i o n -

101ship is e s t a b l i s h e d with p l a s t i c i t y index (PI) ass

A = P i / p e r cent less than 0.002 mm

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4.15

In general, the more active a clay is the g r e a t e r will be

the change in its v olume when it p asses from the liquid

limit to the s h r i n k a g e limit.^

The a c t ivi ty n u m b e r for the soils in question, have been

calculated from their p l a s t i c i t y indices and clay f r a c t i o n

concentrations. The v a l ues obt ained for all the f o u r soils

show n o rmal clay be havi o u r .

4.6.3. P E R M E A B I L I T Y

The rate of f l o w of water through the soil was d e t e r m i n e d on

remoulded samples p r e p a r e d at optimum m o i s t u r e conte nt and

maximum dry d ensity. The p e r m e a b i l i t y of the f o u r soils

studied has been found to range from 1.07 x 10 ^ to 7.B9 x

10 ^ cm/sec. The p e r m e a b i l i t y of the soi'l is much effected

by compaction. The soil co mpacted to the same d e n s i t y on

the dry side of the optimum is u s ually found much more

permeable than when compacted on the wet side. This is

because of the p r e s e n c e of more randon or f l o c c u l a t e d

structures in the soil, when c o m p acte d on the d r y side of

the optimum than wet side. H o w ever, the pore v olume is same

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4.16

in both the cases.

4.6.4. C O M P A C T I O N AND C O M P R E S S I V E S TRENGTH

The c o m p a c t i o n s u b s t a n t i a l l y i n f l u e n c e s the f ut ure b e h a v i o u r

such as st rength, p e r m e a b i l i t y , s e t t l e m e n t and erosion

resistance of any e a rthen s t r u c t u r e . The i n i t i a l m o i s t u r e

content in soil g r e a t l y i n f l u e n c e s the c o m p a c t i o n of the

dry soils and therefore, d e t e r m i n e s the e f f e c t i v e n e s s of

the contact p r e s s u r e applied. The optimum m o i s t u r e content

has been d e t e r m i n e d by p l o tting the i n i t i a l m o i s t u r e content

and dry d e n s i t y of soils and is shown in F i gures 12a and 12b.

The per cent optimum m o i s t u r e content and m a x i m u m dry d e n s i t y

of the four soils studied ranges from 12 to 17-4 per cent

3and 1.63 to 1 .82g»n/cm r e s p e c t i v e l y .

The soils c o m p a c t e d on the dry side of the o p timum sw ell when

water is made ava ila b l e . This is p r o b a b l y due to the i n c rea se

in the t h i c k n e s s of the double layer as the soil p a r t i c l e s

try to a t tract more w ater and i n c r e a s e the pore water t e nsion

in the pore spaces, and therefore, incre a s e the i n t e r g r a n u l a r

pressure and result in g r e a t e r s t r ength in the as m o u l d e d

99s t a t e .

The co mpre s s i v e strength was d e t e r m i n e d on soil remoulded, to:

its m a x imum dry d e nsity and o p t imum m o i s t u r e c o nte nt level.

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4 . 1 7

The m e a s u r e m e n t was carried out on c o m p a cted c y l i n d r i c a l

samples of 3 s' height and 1.5" base diameter. The UCC

strength has been found to range from 32 to 51 N / c m 2 for

all the soils studied.

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4.18

P h y s i c o - C h e m i c a l . r o p e r t i e s of some K a s h m i r V a l l e y soils

5 oils

P a r a m e t e r £ H CH LAS

1. pH v a l u e 7.8 0 7.90 7.70 7 . BO

(7.65) (7.85)

2. E l e c t r i c a l 0.268 0.851 0.474 0.504C o n d u c t i v i t y(m mho/cm.)

3. Salt content 0.039 0.120 0.070 0.074(W'/o)

4. I n o r g a n i c carbon 2.21 2.69 4.48 3.79as CaCO^tWTi)

5. O r g a n i c carbon 2.51 2.57 3.0 4.0

(2.95)

6. O r g a n i c M a t t e r 5.08 4.43 5.17 6.89

-

Table-1

U r q a n i c H a t t e : (\d% ) (C o m puted value)

7. O r g a n i c M a t t e r 7.17 7.91 11.23 11.74(Vi%) (e s t i mat edvalue)

8. B a s e e x c h a n g e 0 . 6 1 0 * 0.276 u.454 0 .310

g m ? aC;Lty(meq/ 0 . 5 0 9 * * 0.233 0.398 0.271

V a l u e s in b r a c k e t s are d u p l i c a t e v a l u e s

* O r i g i n a l soil

** O r g a n i c m a t t e r free soil

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4.19

E l e m ental Analysis of somt K a s h m i r Vallej soils (on dry weight basis)

ELEMENT SOILS

T able-2

(Mg/gm)

P

OS OFS

H

OS OFSCH

os OFS

LAS

OS OFS

Si 24 5.12 286.67 194.88 237.67 261 .35 294 .0 265.51 291 .08

Fa 36.03 40.58 43.28 48.10 35.61 36.36 35.19 3 6 .79

Al 74.61 79.0 75.64 80.37 81 .08 83 ,24 67.09 71 .71

Ca 4 3.24 33.63 44 .53 38 .40 36.99 25.18 4 6.23 34 .83

l\! a 16.86 21 .86 20.72 24.96 18.72 26.69 20.34 24 .36

K 17.49 22.49 14 .63 19.97 13.23 18.71 14.18 13 .11

Mg 14 .84 19.69 12.06 17.21 7.41 14.74 6.10 1 1 .07

P*

1 .46 1 .54 1 .78 .J .87 1 .68 I .81 1 .32 1 .4 6

Si/Al 3.28 3.61 2.64 2.95 3.22 3 .53 3.91 4 .05ratio

O S - O r i g i n a l soil

O F S - O r g s n i c m a t t e r free soil

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4 .20

Leachable elem e n t s obtained on leachin g of some K a s h m i r Valley soils

ELEMENT SOILS

T able-3

(Mg/gm) P H CH LAS

OS OFS OS OFS OS OFS OS OFSCa 11.105 5.575 6.868 5.960 1 2.492 5.767 6.443 5.480

Mg 1 .039 1 .002 0.844 0.890 0.524 0.519 1 .406 1 .225

Na 0.649 0.699 0.799 0.049 0.689 0.749 1 .005 0.974

K 2.110 1 .974 0 .049 0.946 0.624 0.749 0.4B0 0.599

Si 0.472 0.509 0.4 76 0.504 0.458 0.495 0.44 9 0,436

Fe 0.016 0. C 1 6 0.066 0.063 C .023 0.024 0.025 D.C27

OS-Original soil

OFS-Organic m a t t e r free soil

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4.21

T able-4

Percentag e of l e a c h a b l e el ements of the total p r e s e n t in soils

ELEMENT SOILS

H CH LAS

OS OFS OS OFS OS OFS OS OFS

Ca 25.86 16.57 15.42 1 5.52 33.77 22.90 13.93 1 5.73

Mg 7.00 5.08 6.59 5.17 7.07 3.52 23 .04 11 .06

Na 3.84 3.19 3.85 3.40 3.68 2.61 5.33 3.99

K 12.10 8.77 5.80 4.73 4.71 4 .00 5.38 3 .30

Si 0.19 0.1 Q 0.24 0.21 0.18 0.17 0.17 0.17I

Fe 0.04 0 .04 0.15 0.13 0.06 0.07 0.07 0.07

OS-Original soil

O F S-O rganic m a t t e r free soil

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4 .22

E n g i n e e r i n g p r o p e r t i e s of some K a s h m i r V a l l e y soils

Ta b l e - 5

P a r a m e t e r Soils

P H CH

1. S p e c i f i c g r avity 2.709 2.670 2.7 51

2. G r a i n size

a. Sand(^) 18.0 16.5 22.0

b. Silt(/'j) 77.0 69.5 68.0

c. Clay(/a) 5.0 14.0 10.0

3. Activ i t y Number(A) 1 .0 1.1 0.87

4 . Atter b e r g L imits

a. L i q u i d l i m i t ( r/i) 30.30 36.70 27.45

b. P l a s t i c limit(/j) 25.28 21 .27 18.74

c. P l a s t i c i t y Index 5.02 15.43 8.71

5. C o m p a c t i o n ( s t a n d a r d - proctor)

a. 0MC(W%) 17.4 13.7 12.0

b. dry d e n s i t y ( gm « cm’■3 )

1.6 6 1 .63 1 .31

6. P e r m e a b i l i t y 5.11x10 4 7 . 89x1 0 ^ 4 . 1 1 x 1 0(cm per sec.)

7. UC strength 50.91 3 2.57 50.72(N p e r cm )

LAS

2.871

23.0

67.0

1 0 . 0 1 .0

25.50

14 .39

1 0 .1 1

13.2

1 .82

4 1 . 0 7x1 0

4 5 . 2 2

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RADIATION-Cu KcT

X« 1.S405A*

423

FIG

4 X-RAY

DIFFRACTION

PATTERNS

OF

THE

SOILS

STUDIED

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4.24

o

FIG.5

DIFFERENTIAL

THERMAL

PATTERNS

OF THE

SOILS

STUDIED

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4.25

A . 6 3 0 0 X

B . 1 8 0 0 X

FIG* 6 T r a n s m i s s i o n E l e c t r o n m i c r o g r a p h s ofP a m p o r e Soil

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4 .26

A. 780QX

B . 2200X

FIG. 7 T r a n s m i s s i o n E l e c t r o n m i c r o g r a p h s of H a z r a t b a lSoil

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A. 2200X

B. TBODX

FIG. 8 T r a n s m i s s i o n E l e c t r o n m i c r o g r a p h s of C h a t t a r g a m Soil

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4.28

A. 1 7 0 0 X

B .5 1 0 0 X

FIG. 9 T r a n s m i s s i o n E l e c t r o n m i c r o g r a p h s ofL a s j a n Soil

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4.29

QZ<

*3

oz<

hia

22<6.'

Zop

2m$-m

fl̂Q VdN

S i

m se

3 ?1 5

2 S

> —< 9-8 ^ o 2

© o<@ * w

{% M > tf S N IJ I N J D M ld

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HAZR

ATBA

L

4.30

oz<<$

O 8 8-

utN55

biJO

oe

M

OO

o o« <0

&3NIJ

± X

li.o

V)5 .

s?o §H zo <S- “> at <o < <a. -i

o o* wI N 3 083d

_ Oo oO

> 9

d * w u.

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431

34.0

NO. O F BLOWS

P IG.

NO. O F B L O W S (6)

11a 4 b L I Q U I D L I M I T C U R V E S O F P A M P O R E , C H A T T A R G A M , H A Z R A T B A L A N D L A S J A N

S O IL S -

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DRY

DENSITY

6m.

Peft

C«/432

8 0

i.s

s.7

1.4 X I ± ± ±6 12 1® 24 30

COMPACTION W A T E R C O N T E N T ( W> */•}C

FI 0.1X0) S TA N OAR O P R O C TO R 'S COMPACTION C U R V E S 6 l PAM PORE AN O C H A T T A R O A M S O I L S .

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DRY

DENSITY

Gm.

PER

Cm

4 33

F!G1?(0> s t a n d a r d proctor's compaction curves o p hazratba_ a n d lasjan soils.