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42

CONSTRUCTION WORLD

AUGUST

2016

PRECAST

The Grove Mall, an upmarket

shopping precinct developed by

Resilient Africa and situated off

Lynwood Road in eastern Pretoria,

illustrates this point in spectacular fashion.

Its 420 m long multi-faceted retaining wall

structure on its southern and western

boundaries has transformed a six metre high

erosion-prone earthen embankment into a

terraced wall garden, comprising three, and

in one section four layers, of retaining walls

interspersed and overhung with abundant

plant and flower life.

Despite their eye-catching attributes,

public safety rather than aesthetics was the

prime motivator for shoring the embankment

with terraced walls which were designed,

built and engineered by Engineered Interlock

Solutions to provide many years of trou-

ble-free service.

Reasons for the choice

According to Engineered Interlock Solutions,

owner, Manie Troskie, before the retaining

wall option was considered, gabions were the

front-running reinforcement solution.

“We were approached by Axiom

Consulting Engineers to provide an alter-

native terraced concrete block retaining

wall design using a cut-and fill construction

technique. We submitted our design, which

was based on Aveng Infraset’s very attractive

and natural looking split-face retaining block,

the Infrablok™ 350, to BJV Quantity Surveyors.

“This solution not only proved less expen-

sive to build than the gabion-based alterna-

tive, but offered the opportunity of creating a

wall garden. Over 46 000 block were supplied

by Aveng Infraset to cover a total wall-face

area of 2 570 m².

“We incorporated terracing for two

reasons. It was a far more attractive option

than a single wall and it provided the parking

basement with more natural light. The

individual walls were built in S shapes with

varying wall heights to lend further aesthetic

appeal,” said Troskie.

Actual construction was complicated

because it commenced while the centre was

fully functional.

“This meant we had to work in a public

space and this restricted our available

working area. In addition, a section of the

parking basement adjacent to the embank-

ment had to be used for temporary storage

of the excavated soil. Moreover, although

the soil was sufficiently stable for backfill

purposes, there was so much water in one

section of the embankment that it ran contin-

uously, and we had to pay particular attention

to drainage” said Troskie.

The project

The walls were completed at the end of 2014

and took six months to build. The bulk of the

structure comprised three walls, apart from

the south western corner where a fourth wall

was added.

Detailed logistical planning was required to

counter the restricted working space and a

ramp, which provided access to the upper

wall sections, had to be built. Besides exca-

vating and stockpiling the soil, an existing

precast concrete drainage channel, which ran

along the bottom of the embankment, had to

be temporarily filled in to provide adequate

and unimpeded access for building the lower

wall. Provisional alternative drainage was

installed in this section during construction.

Dust was another problem and the on-site

water was used to damp down the soil.

In order to ensure that the walls were

structurally sound and well drained, Engi-

neered Interlock Solutions was obliged to

use low-fines concrete as the backfill

material for the first wall. This wall varied in

height between one and three metres and in

one three metre section the wall was built

around a substantial quantity of rock.

The upper walls ran between one and two

metres in height.

All the walls were built with concrete

foundations and the excavated soil was used

as backfill material for the upper terraces. All

the walls were built at an angle of 80˚ with

Maccaferri WG4 geosynthetic reinforcement.

In addition, a layer of bidem was installed

under the second to last layer of blocks on all

the walls for erosion protection.

Drainage was a very important facet of

the project, given the large volume of water

on site. Sub-soil pipes were placed at the

bottom of the cut face and outlet pipes were

run from the cut faces to the bottom of the

completes retail centre

TERRACED RETAINING WALL

The reason why concrete

block retaining walls are

used so widely is that

they offer much more

than the stabilisation of

earthen embankments.

They also give full reign

to the creative talents of

landscape architects and

retaining wall builders.

>

The lower wall under construction at The Grove.