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Sheet pile, secant and contiguous piled retaining walls. Design based on CFA , rotary bored, sheet piling or restricted access pil- ing techniques. Basements, load bearing, external walls and slope retention all covered. With over 20 years embedded retain- ing wall design and construction expe- rience Remedy Geotechnics can offer a responsive and efficient design ser- vice. Basement construction, external ground retention and slope stabilisa- tion applications are all considered. Using soil structure interaction design methods the most efficient solutions for your schemes can be developed. Structural design to determine rein- forcement requirements is standard. We have particular expertise in ground anchor design which can bring real advantages to embedded wall design and performance. CASE STUDY Cased CFA secant retaining wall to a 35m x 50m x 12m deep bunker for an Energy From Waste plant. The retaining wall was propped in the tem- porary and permanent case by a monolithic reinforced concrete capping beam. CONTACT US London & Midlands 0207 206 2576 01788 211778 North & Scotland 01423 589500 [email protected] www.remedygeotechnics.com Follow Us @RemGeotechnics / LinkedIn

CASE STUDY - Remedy Geotechnics Ltd

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Page 1: CASE STUDY - Remedy Geotechnics Ltd

Sheet pile, secant and contiguous

piled retaining walls.

Design based on CFA , rotary bored,

sheet piling or restricted access pil-

ing techniques.

Basements, load bearing, external

walls and slope retention all covered.

With over 20 years embedded retain-

ing wall design and construction expe-

rience Remedy Geotechnics can offer

a responsive and efficient design ser-

vice.

Basement construction, external

ground retention and slope stabilisa-

tion applications are all considered.

Using soil structure interaction design

methods the most efficient solutions

for your schemes can be developed.

Structural design to determine rein-

forcement requirements is standard.

We have particular expertise in ground

anchor design which can bring real

advantages to embedded wall design

and performance.

CASE STUDY

Cased CFA secant retaining wall to a 35m x 50m x 12m deep bunker for

an Energy From Waste plant. The retaining wall was propped in the tem-

porary and permanent case by a monolithic reinforced concrete capping

beam.

CONTACT US London & Midlands

0207 206 2576 01788 211778

North & Scotland 01423 589500

[email protected] www.remedygeotechnics.com

Follow Us @RemGeotechnics / LinkedIn