Infraconcrete
Underpinning · Foundation Remedial

Underpinning contractor.

Specialist underpinning contractor for foundation remedial works, settlement remediation, building foundation strengthening, and post-failure foundation rectification. Mass concrete underpinning, jet-grout columns, ground-anchor tie-back, and micropile underpinning where access permits. Site investigation first to find root cause; remediation engineered to that finding. CIDB G7, ISO 9001:2015.

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Engineer's note When existing foundations are inadequate (settlement, adjacent excavation, increased loads), mass concrete / mini pile / jet grout underpinning transfers load to deeper bearing. Most methods allow continued occupancy. Send the building condition for method selection. WhatsApp the engineering team →
01 / What is underpinning

Strengthening or extending existing foundations downward.

Underpinning is the engineered process of strengthening or transferring load from an existing foundation to deeper, more competent strata - typically used when (a) the original foundation has settled or is settling, (b) load has increased (extension, change of use), (c) adjacent excavation undermines the original support, or (d) ground conditions have changed (groundwater, subsidence). Done right, underpinning saves the structure. Done wrong, it accelerates damage.

02 / Underpinning methods we deliver

Four families of treatment, matched to access and load.

Mass concrete underpinning

Traditional method: excavate in alternating bays under existing footing, pour mass concrete in bays, transfer load to deeper bearing stratum. Suits low-rise structures with accessible footings.

Micropile underpinning

Small-diameter piles (typically 100-300 mm) drilled through or beside the existing foundation, grouted, then connected via reinforced concrete cap or needle beam. Suits restricted-access sites and high loads.

Jet-grout column underpinning

High-pressure cement-water jets create grouted soil-cement columns under the foundation footprint. Used in soft alluvial / coastal sites where mass concrete or piles aren't viable.

Ground-anchor tie-back

For retaining-wall foundations or slope-edge buildings: ground anchors restraining the foundation against horizontal sliding. Combined with vertical underpinning where settlement is also occurring.

03 / Underpinning workflow

Investigation first, remediation second.

1. Distress mapping

Crack survey, level survey of structure, settlement plates installed for monitoring, photographic record. Establish whether movement is ongoing.

2. Geotechnical investigation

Boreholes adjacent to foundation, in-situ testing, lab classification. Find the bearing stratum depth + groundwater regime.

3. Design

Method selection (mass concrete vs micropile vs jet grout), capacity calculation per Eurocode 7 / BS 8004, construction sequence to avoid overstressing the existing structure during remediation.

4. Construction + monitoring

Sequenced installation in bays / sectors. Real-time monitoring during construction. Performance verification post-installation.

04 / Why underpinning is high-risk

Get the diagnosis right, or accelerate damage.

Underpinning carries higher technical and commercial risk than most geotechnical work. The structure is already in distress and load is being redistributed during construction. A single error in sequencing or method selection can cause additional settlement, cracking, or partial collapse. We've seen post-failure cases where well-meaning but unqualified underpinning made the original problem worse.

Our default: site investigation before any underpinning design (no "let's just try mass concrete and see"). Remediation engineered to actual ground + actual load + actual structure. Single-team accountability for SI → design → construction → monitoring. Documentation suitable for insurance / forensic record if needed.

04 / Underpinning methods

Six techniques, matched to building load and ground.

Mass concrete underpinning

Traditional pit method - excavate beneath existing footing in 1 m bays, cast mass concrete in lifts, transfer load. For shallow foundations (1-3 m depth) where ground is dry and stable.

Beam and base / pile underpinning

RC beam cast under existing wall, transferring load to new piles each side. For walls where mass concrete depth is uneconomic (3-6 m).

Mini pile underpinning

150-300 mm diameter micropiles installed adjacent to existing foundation, RC needle beam transfers load. For load capacity beyond mass concrete + tight access. Drilling rigs Klemm KR / Casagrande compact size.

Jet grout underpinning

Soil-cement columns formed beneath existing foundation by high-pressure grout jet. For foundations on soft / loose soil where mechanical excavation risks collapse.

Compaction grouting

Stiff cement grout injected at controlled pressure to densify loose soil beneath existing foundations. For sinkhole / soft pocket remediation.

Permeation grouting

Low-viscosity grout (cement, silicate, polymer) injected to fill voids and bond loose soil. For controlling settlement during adjacent excavation work.

05 / FAQ

Underpinning questions.

When is underpinning needed? +
When existing foundation is inadequate due to (a) settlement on weak ground, (b) adjacent construction lowering ground support (basement excavation next door, tunnel below), (c) building loads increased (additional storeys, change of use), (d) foundation deterioration (corrosion, decay), or (e) pre-existing inadequate foundation depth on heritage / older structures. Diagnostic survey + structural assessment required before method selection.
How long does underpinning take? +
Mass concrete: 4-12 weeks for typical residential / small commercial. Mini pile: 6-16 weeks. Jet grout: 3-8 weeks. Compaction grouting: 2-6 weeks. Programme highly dependent on access constraints, building occupation, monitoring requirements, and consultant inspection regime. Live-occupied buildings extend programme due to phased work.
Can the building stay occupied during underpinning? +
Yes for most underpinning methods - mass concrete, mini pile, and jet grout work in 1 m bays / sequenced columns leaves the building intact and load path continuous. Compaction grouting and permeation grouting are virtually invisible to occupants. Heavy construction noise + vibration from drilling + grouting can be disruptive; we plan around occupant hours where possible.
What load testing is done on underpinning? +
Mini pile: static load test 1.5x working load, hold for 30 min, settlement monitored. Mass concrete: visual inspection of cast quality + load transfer beam check. Jet grout: column integrity test (cone penetration / coring) + load transfer verification. Settlement monitoring on the existing structure throughout works confirms no further movement. Per BS 8004, BS EN 14199, FHWA-NHI-05-039.
What does underpinning typically cost? +
Indicative ranges per linear metre of foundation underpinned: mass concrete RM 800-1500 / m, mini pile RM 1500-3500 / m, jet grout RM 2500-5000 / m, compaction grouting RM 1000-2500 / m. Site-specific pricing depends on access, depth, building condition, occupation, and load magnitude. Send the foundation plan + load + ground conditions for a site-specific estimate.
What standards apply? +
BS 8004 (foundations Code of Practice), BS EN 1997-1 (Eurocode 7), BS EN 14199 (micropile execution), BS EN 12715 (permeation grouting), BS EN 12716 (jet grouting), BS EN 12717 (compaction grouting), JKR/SPJ specifications, AASHTO LRFD for highway bridge underpinning. Heritage building underpinning may also reference local heritage authority guidelines.

Building showing settlement?

Cracks widening, doors not closing, levels off - these are pre-failure warnings. Site visit at no obligation, root-cause diagnosis before any commitment.

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Regional coverage for Underpinning

Underpinning contractor service across Malaysia. Click your state for the regional combo page, or scroll the locality cards for dedicated city / town pages:

States:Klang Valley (KL, Selangor, Putrajaya) · Johor · Penang · Pahang · Sabah · Sarawak

Klang Valley localities:Klang Valley regional hub · PJ · Cheras · Kajang · Subang Jaya · Shah Alam · Mont Kiara · Damansara · Puchong · Klang · Cyberjaya · Putrajaya · Bukit Jalil · Bangsar · Setapak · Kepong · Ampang · Selayang · Semenyih · Hulu Selangor · Bandar Sunway · USJ

Johor: Iskandar Puteri · Pasir Gudang · JB · Senai · Skudai · Kulai · Batu Pahat · Muar · Kluang · Mersing

Penang: George Town · Bayan Lepas · Butterworth · Bukit Mertajam · Tanjung Bungah · Air Itam · Balik Pulau

Other states: Kuantan · Genting Highlands · Cameron Highlands · KK · Sandakan · Tawau · Kuching · Miri · Sibu · Bintulu · Ipoh · Seremban · Bandar Melaka · Alor Setar · Kota Bharu · Kuala Terengganu · Kangar