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69

CONSTRUCTION WORLD

DECEMBER

2015

2 15

BEST

PR

O

JECTS

LOUISKAROL

Project information

• Company entering: SMEC South Africa

• Project start date: 2013

• Project end date: 2014

• Client: Western Cape Department of

Transport and Public Works

• Consulting engineer: SMEC South Africa

Emergency Repair and Stabilisation of Franschhoek Pass

Franschhoek Pass was the first profes-

sionally located, designed and

constructed stretch of highway

in South Africa. Completed in 1825,

the route traverses the Middagkransberg,

serving as a gateway to the Overberg, a vital

link between the communities of the Fran-

schhoek Valley and Villiersdorp.

During the latter half of 2013, unsea-

sonably high rainfall in the region lead to

several slope instability cases along the

route, resulting in the pass being closed on a

number of occasions. The majority of insta-

bilities occurred as rock falls and superficial

slidings.

SMEC South Africa was appointed by the

Western Cape Department of Transport and

Public Works, under an emergency works

appointment, to develop a timely solution

to the problem to ensure the pass could

remain open to traffic while not compro-

mising on safety. Furthermore, in keeping

with the heritage of the route and the

surrounding environment, aesthetically

pleasing and environmentally friendly solu-

tions were required.

Remediation measures comprised the

stabilisation of an embankment by means

of an anchored gabion wall, the stabilisa-

tion of a failed cutting by means of a soil

nail wall with subsoil drains, and reinstating

and improving sections of the route’s road

drainage, including dissipater structures,

culverts and debris barriers.

While mesh is less obtrusive than say

concrete, it simply would not support

and distribute the high loads anticipated

from the anchors stabilising the 10-m-deep

slip failure.

A key feature of the solution was to

significantly improve surface and under-

ground drainage. Sub-surface drainage

was collected by drilling 12-m-deep,

purpose-designed perforated-pipe-and-ge-

otextile drains at regular intervals and at

several different levels into the slope at an

inclined angle. The surface drainage was

improved by providing a cut off trench over

the top of the cut, and providing benches

to the slope with drainage channels on

each step to collect and rapidly discharge

the collected water, including that from

the subsurface drains which discharge into

these channels.

The above geo-structural compo-

nents were modelled in both structural

and geotechnical finite element software

to ensure the integrity of the system mate-

rials/products chosen and that these

effectively integrate with the overall

geotechnical solution.

The project demonstrates ingenuity and

quality in engineering design and imple-

mentation and did not detract from the

routes aesthetic value while at the same

time the safety and effectiveness of the pass

was not compromised. This and various

aspects of the project deem this project suit-

able for nomination.