No. 01MSE WALL · MALAYSIA · SINCE 1999

ENGINEERED TO RETAIN EARTH.

Malaysia's most-specified anchored MSE wall. Modular precast. Erected in days. Specified by JKR, PLUS, KTMB.

SYSTEM ASW-30 · GRADE 30 MPa
LINEAR · INVERTED-T FACING

CENTRAL PARK DAMANSARA

Long-run linear MSE wall · inverted-T precast facing · galvanised tendon, deadman anchor block terminated · Selangor

0 m² of wall delivered
0 Named projects since 1999
0 In-house engineering team
MY · IN · LK · VN Patent jurisdictions
Specified by
JKRPublic Works PLUSExpressway Berhad LLMMalaysian Highway Authority KTMBNational Rail JPSDrainage & Irrigation Dept. Putrajaya HoldingsGovernment District Istana NegaraNational Palace BBA · RHD · ADBBangladesh Bridge Authority + Roads & Highways
MSE Wall, ExplainedMechanically Stabilized Earth

What is an MSE wall?

The retained soil itself is the structure. Steel reinforcement, deadman anchors and precast facing turn the fill into a single composite block.

The principle

Fill + Reinforcement + Facing = One Composite Mass.

Gravity walls fight earth with concrete weight. MSE walls recruit the soil itself. Steel stitches it. Precast holds the face. The whole wall acts as one block, lighter, taller, faster, cheaper.

AnchorSOL® is the anchored variant. Pullout resistance lives at a discrete deadman block, not along the full strip. See the difference →

Octagonal precast facing panels stacked in factory yard
01 · Precast facing in factory
Steel soil reinforcement
02 · Steel soil reinforcement
Deadman anchor block
03 · Deadman anchor block
MSE wall in service
04 · Composite mass in service
1960sMSE patented (Henri Vidal, France). Now the global standard for highway, bridge, hill walls.
3 to 30 mPractical wall-height range. Above 3 m, MSE typically beats RC on cost. The taller it goes, the wider the gap.
≥ 100 yrDesign life with hot-dip galvanised reinforcement and Grade 30 MPa precast facing.
The SystemAnchored Soil · Made in Malaysia

Four parts.
One wall.

It's anchored soil, not reinforced. Pullout resistance lives at a discrete deadman block. That's why it runs on crusher run, not premium granular fill.

ACTIVE ZONE RESISTANT ZONE Pₐ LATERAL EARTH PRESSURE T TENDON TENSION Pₚ PASSIVE RESISTANCE 1 2 3 4
01

Discrete Concrete Facing Panel

Inverted-T or octagonal precast, Grade 30 MPa, factory-cast, no on-site formwork. Architectural finishes, custom textures, custom logo cast directly into the panel.

GRADE
30 MPa
02

High-Tensile Soil Reinforcement

Carbon-steel deformed bar, hot-dip galvanised, inextensible. Grade 8.8 nuts on tendon connection.

HOT-DIP
GALVANISED
03

Reinforced Granular Fill

Crusher run or local cohesionless granular fill, well-graded, ≥34° internal friction angle. Hand-compacted or mini-compactor only, no heavy vibration on site.

≥34°
FRICTION
04

Deadman Anchor Block

Discrete Grade 30 precast block at the tendon end. The pullout resistance lives here.

ANCHORED
SINCE 1999
ApplicationsSix segments, six constraints

You bring the constraint. We bring the wall.

Six segments. Each pairs a real-world brief with the engineering AnchorSOL answers it with.

AnchorSOL wall on a federal highway embankment
Long-run linear retention at scale?

Highway Embankments

Expressways, federal & state roads. Up to 30 m height. Side-hill cuts, abutments, ramp walls.

ExpresswaysFederal roadsUp to 30 m
AnchorSOL bridge abutment wall with inverted-T precast facing
Structural transition at the deck?

Bridge Abutments

Inverted-T precast with integral ground beam. Tight tolerance at the bearing line, no formwork around the bridge.

Inverted-TGrade 30 MPaGalvanised tendon
AnchorSOL wall stabilising a sloped hillside, creating a buildable platform
Sloped hillside, no flat ground?

Hill Stabilisation

Cut once, retain, build on top. Templer Hills, Cheras, Kajang. Platform creation on sloped terrain.

Platform creationSteppedSoft ground OK
AnchorSOL wall at a riverbank with marine retention
Building next to water?

Submerged & Marine

Tide-line retention, riverbank, drainage and culvert headwalls. Galvanised tendon survives the wet.

Tide-lineRiverbankHot-dip galvanised
AnchorSOL wall under a national rail corridor
Cyclic + seismic loads to design for?

Under-Railway & Heavy Civils

Composite mass yields elastically and recovers. Used under national rail corridors and cross-border infrastructure roads.

Rail corridorsCyclic loadSeismic capable
AnchorSOL wall with architectural finish and custom logo cast into precast panel
Architect needs a finish?

Architectural & Custom

Custom textures, custom logos cast directly into the panel. Curved, fully circular, terraced. Any alignment.

Custom logo castCurvedAny geometry

Different constraint? Probably still possible. 500+ briefs delivered since 1999. Send your brief →

Why AnchorSOLMSE vs RC Wall

Not just reinforced.
Anchored.

Conventional MSE relies on friction along the full reinforcement length. AnchorSOL goes further, terminating the tendon at a discrete deadman block that locks the pullout resistance in place.

AnchorSOL® · Anchored MSE

What we build

Mechanism
Soil + steel composite mass, anchored at a discrete deadman anchor block.
Anchored
Construction
Modular precast, factory-built panels. No on-site formwork, no wet work, no curing wait.
Modular
Site vibration
None from wall erection. Hand compactor or mini-compactor only, behind the panels.
No vibration
Build crew
3–4 person team. Linear progress, days not months.
3–4 pax
Backfill
Crusher run or local cohesionless granular fill, ≥34° friction angle.
Local fill
Seismic performance
Composite soil mass yields elastically, then recovers. Behaves well through earthquake events.
Yields, recovers
Cost @ ≥5 m
Up to 50% cheaper than RC. The gap widens with every metre of height.
Cheaper
Conventional RC Retaining Wall

What you'd otherwise build

Mechanism
Concrete-gravity mass. The wall fights earth pressure with sheer weight.
Gravity
Construction
Cast-in-situ. Full formwork, rebar fixing, multi-week curing on site.
On-site
Site vibration
Heavy vibrating plant required for concrete compaction. Disruptive on built-up sites.
High
Build crew
12–20 person crew plus formwork carpentry and concrete plant.
Large
Backfill
Conventional fill behind the wall, but the wall itself does all the work.
N/A
Seismic performance
Rigid concrete cracks under cyclic load. Repair-on-failure rather than yield-and-recover.
Cracks
Cost @ ≥5 m
Cost grows steeply with height. Practical limit before it becomes uneconomic.
Steep

Ready to compare for your project? Send your site brief. We'll come back with a head-to-head cost estimate vs RC, plus a programme. Get the head-to-head →

Modular. Lean. Mobile.Speed · Site · Scale

Faster on site. Smaller crew. Cheaper as it goes higher.

Factory-precast. Mobilised lean. Erected in days. The cost advantage widens with every metre.

3-4
Person crew, not 20

Three to four people erect the wall. Less site coordination, lower labour cost, fewer pairs of boots on a sensitive site.

0
Formwork on site

Panels precast off-site. Trucks roll in, panels go up. No carpenters, no plywood, no rebar cages.

DAYS
To erect, not months

Linear progress, no curing wait, weather-tolerant. Hand the site back to follow-on trades early and free up your programme float.

ANY
Terrain, no exceptions

Hill, road, river, perimeter, marine, rail. Curved or straight. Modular flex by design, no special tooling per project.

The lean process

Factory cast. Truck delivered. Erected by hand.

Precast facing panels cast in controlled factory

Factory cast

Inverted-T or octagonal facing panels poured in a controlled plant, Grade 30 MPa, no on-site curing, architectural finishes available.

Lean mobilisation, panels delivered direct to site

Lean mobilised

Panels and tendons road-freighted just-in-time. No staging yard. Smaller working aisle than RC. Less site disruption.

Site erection of an AnchorSOL wall

Erected, no vibration

3–4 person crew. Each layer placed, tendon attached, deadman anchor block buried. Crusher-run backfill compacted by hand or mini-compactor, no heavy vibration plant on site.

Comparison

Vs. every other retaining-wall system on the market.

Tap a row to see the trade-offs.

RC Retaining Wall Up to 50% costlier above 5 m
  • Heavy on-site formwork + multi-week curing
  • Large crew, large plant, large footprint
  • Cost grows exponentially with height past 3 m
  • Months on the build programme

AnchorSOL is up to 50% cheaper above 5 m, 4× faster.

Gabion Wall Capped at ~5 m, creeps over time
  • Practical limit ~5 m height
  • Long-term creep + cage corrosion
  • Aesthetic compromise (loose stone visible)
  • Low-engineering, hard to verify performance

AnchorSOL has no height ceiling, architectural finishes, decades of service.

Sheet Pile Loud, vibration-heavy, corrodes
  • Vibration during driving, neighbour-impacting
  • Limited above-ground retention
  • Specialised plant + crew + barge work
  • Steel exposure / corrosion over decades

AnchorSOL erects with no vibration, full above-ground, broad applicability.

Modular Block / Crib Stack-height limited, locked aesthetic
  • Stack-height limited by block weight + base bearing
  • Tail length grows with height, eats footprint
  • Aesthetic locked to manufacturer's block face
  • Limited engineered tendon detailing

AnchorSOL goes taller with anchored deadman pullout, custom finishes.

Conventional MSE (Reinforced Earth) Friction-only, premium fill required
  • Friction-only resistance along full strip
  • Premium granular fill specified throughout
  • Generic system, multiple competing suppliers
  • Variable service life depends on coating + fill

AnchorSOL anchors the load, runs on local crusher run or cohesionless granular, single specifier.

AnchorSOL® Wall Cost curve flattens with height
  • Modular precast facing, factory-built, no on-site formwork
  • 3–4 person erection crew, no curing wait
  • Anchored deadman pullout, runs on crusher run or local granular fill
  • Architectural finishes, decades of service, since 1999

The cost curve flattens as you go higher. We win on schedule, cost, and footprint.

Drone aerial

This is what we build.

Desa Park City · circular hilltop containment wall · Grade 30 precast facing · galvanised tendon, deadman anchor block terminated · Kuala Lumpur.

Desa Park City Modular precast Deadman anchor block

About AnchorSOLSince 1999

Built by the engineers who built the system.

Founded 1999 by Dr. Ir. Lai Yip Poon. Same team designs, manufactures and installs every wall, end-to-end.

Dr. Ir. Lai Yip Poon, Founder, Chief Designer & CEO of AnchorSOL Wall Sdn. Bhd.
Founder · Chief Designer · MD

Dr. Ir. Lai Yip Poon

The engineer behind the AnchorSOL® Wall System and the Anchored Soil concept. Specialist in slope stability, earth retention, and ground improvement.

Ir. (BEM) Ph.D., AIT 2007 M.Eng., USM 1997 B.Eng., UTM 1990
01

Impact by Cost

Up to 50% cheaper than RC at heights ≥5 m. Crusher-run local fill. The cost curve flattens as the wall goes higher.

02

Innovate by Design

Anchored Soil transfers pullout to a discrete deadman block. Architectural finishes, any alignment. Engineering certainty without the gravity-wall mass.

03

Prompt by Delivery

Days, not months. 3-4 person crew. No curing wait, zero heavy vibration. Engineered to retain earth, schedule, scope.

Across these applications, anchored MSE is not an alternative. It's imperative.

Talk to the team →

Get in TouchSame-day reply

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WhatsApp your brief. Same-day reply.