Amendments and corrections to the ‘Manual for Wedge Shear Testing of Soils' by 10.2.2000

Page

Para.

Line

Incorrect

Correct

viii

last

2

... at the METU Library.

... at the METU and ICE (London) libraries.

21

Table 2.1

Footnote

** See section 5.4.1

** See section 5.4.4

23

Fig. 2.2

Title

(b) alternative ...

(b) and (c) alternative ...

30

9/65-72

3

... in iswests.

... in iswests (cm/div).

53

Note 29

1

... 0.000254 cm.

... 0.000254 cm/div.

53

Note 30

4

... 0.001 is assumed.

... 0.001 cm/div is assumed.

56

Footnote

***

... (Row 9 > 40.).

... (Row 9) > 40.

79

3(b)

2

... as at (a) above,

... using equation (4.1),

94

Table 4.1

row 2

...

(The complete row should be deleted.)

94

Table 4.1

row 3

1-3; 4-11

1-11

94

Table 4.1

row 7

DCWPFINR

DCWC2TMS

94

Table 4.1

row 7

1-4;15-20;25-18

1-11

102

5.2.1

2

mm (blank space)

mm thick (no blank space)

106

SR

3

by 220 mm

by 170 mm

109

2

3

longer edges

shorter edges

113

Box 5.3, A

2

mould, to ...

mould, unlike those of the opposite half, to ...

115

Box 5.3, P

1, 2

plate, two of which ... G2, enabling ...

plate. These are welded on channel K2, enabling ...

115

Box 5.3, R

1

L11

L14

126

Fig. 5.11(a)

...

1080 mm

810 mm

126

Fig. 5.11(a)

...

1400 mm

980 mm

132

Fig. 5.17

top left

fly-boldts

fly-bolts

146

A2.1

1

The moment ...

In Analysis A, the moment

152

Form A

3

horizontal, (theta) =

horizontal (upward positive), (theta) =

153

K2

1

If (theta) > 0,

If (theta) > or = 0,

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