hacettepe university department of mining engineering

19
Prepared by ERSİN DİK HACETTEPE UNIVERSITY Department of Mining Engineering

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Page 1: HACETTEPE UNIVERSITY Department of Mining Engineering

Prepared by ERSİN DİK

HACETTEPE UNIVERSITY Department of Mining Engineering

Page 2: HACETTEPE UNIVERSITY Department of Mining Engineering

Contents:

-Introduction -Cable Bolt Background -Bond Strenght -Grouts and Grouting -Cable Installation -Advantages of the Cablebolts -Cables For Slope Reinforcement -Conclusion

HACETTEPE UNIVERSITY Department of Mining Engineering 1/18 Prepared by Ersin DİK

Page 3: HACETTEPE UNIVERSITY Department of Mining Engineering

Introduction

Cable Bolts are

commonly used for rock

reinforcement in areas of

strata movement.

They can be used to

supplement existing

strata reinforcement.

HACETTEPE UNIVERSITY Department of Mining Engineering 2/18 Prepared by Ersin DİK

Page 4: HACETTEPE UNIVERSITY Department of Mining Engineering

Cable Bolt Background

Cable Bolts have been used

extensively in underground mines

since the early 1970's.

HACETTEPE UNIVERSITY Department of Mining Engineering 3/18 Prepared by Ersin DİK

At that time, modified cable bolts was

developed to improve the load transfer and was

introduced into both Underground and Open pit Mines.

Page 5: HACETTEPE UNIVERSITY Department of Mining Engineering

HACETTEPE UNIVERSITY Department of Mining Engineering

Summary of the development of cable reinforcing systems for underground mining.

4/18 Prepared by Ersin DİK

Page 6: HACETTEPE UNIVERSITY Department of Mining Engineering

HACETTEPE UNIVERSITY Department of Mining Engineering

Cable installation

There are two types of grouting

cables in upholes.

First one is the traditional

method of grouting. This method

will be called the ‘breather tube

method’.( water/cement ratio ˃ 0.4)

An alternative method, called the ‘grout tube

method’. (0.3 to 0.35 water/cement ratio).

5/18 Prepared by Ersin DİK

Page 7: HACETTEPE UNIVERSITY Department of Mining Engineering

HACETTEPE UNIVERSITY Department of Mining Engineering

Cable installation

Alternative methods for grouting cables in upholes.

Breather tube method Grout tube method

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Page 8: HACETTEPE UNIVERSITY Department of Mining Engineering

HACETTEPE UNIVERSITY Department of Mining Engineering

Cable installation

The main problem with

breather tube method is that

it is difficult to detect when the

hole is full of grout.

7/18 Prepared by Ersin DİK

Page 9: HACETTEPE UNIVERSITY Department of Mining Engineering

HACETTEPE UNIVERSITY Department of Mining Engineering

Cable installation

• The principal advantage

of grout tube method is that it

is fair when the hole is full of grout,

• And the smaller number of

components required,

makes the method attractive when compared with the

traditional method.

8/18 Prepared by Ersin DİK

Page 10: HACETTEPE UNIVERSITY Department of Mining Engineering

Grouts and Grouting

The question of grout quality has always been a

matter of concern in reinforcement systems for

underground construction.

One of the critical factors in this matter has

been the evolution of grout pumps capable of pumping

grouts with a low enough water/cement ratio (by

weight) to achieve adequate strengths.

HACETTEPE UNIVERSITY Department of Mining Engineering 9/18 Prepared by Ersin DİK

Page 11: HACETTEPE UNIVERSITY Department of Mining Engineering

HACETTEPE UNIVERSITY Department of Mining Engineering

Grouts and Grouting

10/18 Prepared by Ersin DİK

Page 12: HACETTEPE UNIVERSITY Department of Mining Engineering

HACETTEPE UNIVERSITY Department of Mining Engineering

Grouts and Grouting

Mohr failure envelopes for the peak strength of grouts with different water/cement ratios, tested at 28 days.

11/18

Water /cement ratio of 0.35 to 0.4 are significantly

better than those with ratios in excess of 0.5.

Prepared by Ersin DİK

Page 13: HACETTEPE UNIVERSITY Department of Mining Engineering

Bond strength

As the cable pulls out of the grout, the grout

imprints or flutes causes radial displacement or

dilation of the interface between the grout and the

cable.

The radial dilation induces a confining

pressure.It is proportional to the stiffness of the grout

and the rock surrounding the borehole.

HACETTEPE UNIVERSITY Department of Mining Engineering 12/18 Prepared by Ersin DİK

Page 14: HACETTEPE UNIVERSITY Department of Mining Engineering

Bond strength

HACETTEPE UNIVERSITY Department of Mining Engineering

Forces and displacements associated with a stressed cable grouted into a borehole in rock.

13/18 Prepared by Ersin DİK

Page 15: HACETTEPE UNIVERSITY Department of Mining Engineering

HACETTEPE UNIVERSITY Department of Mining Engineering

Cables for slope reinforcement

Drilling machine for the installation of 40 m long reinforcing cables in 150 mm diameter holes in a dam excavation.

Also, it may also be

necessary to reinforce

slopes and foundations and

cables have proved to be

very effective in such applications.

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Page 16: HACETTEPE UNIVERSITY Department of Mining Engineering

40 m long multi-strand cables with a capacity of 200 tons each being prepared for installation in a dam excavation.

HACETTEPE UNIVERSITY Department of Mining Engineering

Cables for slope reinforcement

15/18 Prepared by Ersin DİK

These cables were

installed to stabilise the

slopes of a dam

foundation in gneiss.

Page 17: HACETTEPE UNIVERSITY Department of Mining Engineering

HACETTEPE UNIVERSITY Department of Mining Engineering 16/18 Prepared by Ersin DİK

Advantages of the Cable Bolts Cable bolts also have advantages over other rock

anchors and these include:

• More “stretch”

• More load capacity

• Higher shear strength

• The cable’s inherent flexibility

Page 18: HACETTEPE UNIVERSITY Department of Mining Engineering

HACETTEPE UNIVERSITY Department of Mining Engineering

Conclusion:

17/18

Clearly cable bolts are generally

a more costly type of rock bolt

support and hence should only be

used where appropriate from a roof

control (safety) point of view.

Prepared by Ersin DİK

Page 19: HACETTEPE UNIVERSITY Department of Mining Engineering