Why watch for warning signs?

Most house foundation problems do not happen overnight; they develop over months or years. Spotting and dealing with them early can save many times the repair cost compared with waiting until the damage is severe.

⚠️ A sobering comparison

Repairing minor cracks costs at the 💰 level, while underpinning a severely damaged foundation can reach the 💰💰💰💰 level (depending on house size and repair method). Acting early is therefore far cheaper.

House illustration showing 5 warning signs of foundation problems Front elevation of a two-story brick house. The main house sits on a pile foundation; on the right, an extension on a shallow foundation has settled with the soil and tilts outward. Point one: a diagonal crack at about 45 degrees from a window corner. Point two: a stepped crack following the brick mortar joints. Point three: a gap between the extension and the house that widens toward the top. Point four: the extension floor tilts so that a marble rolls. Point five: a distorted door with a gap between the door leaf and the frame, so it no longer closes properly. 5 foundation warning signs Not to scale Points to watch 1 Diagonal crack ~45° from window / door corner 2 Stepped crack along brick joints 3 Gap at extension wider at top 4 Tilted floor, marble rolls check with marble / level 5 Distorted door/window won't close, gap at frame 1 2 3 4 5 Main house on pile foundation Extension: shallow footing settles with soil
Five common foundation warning signs on a house: (1) a diagonal crack at about 45 degrees from a window corner, (2) a stepped crack along the brickwork, (3) a gap between the extension and the house, (4) a floor tilted enough for a marble to roll, and (5) distorted doors and windows that no longer close properly

Sign 1: What do diagonal wall cracks tell you?

Which cracks are a concern?

← Scroll to see the full table →

Crack typeRiskCause
Small vertical/horizontal crack < 1 mmLowMortar/plaster shrinkage
Diagonal 45° crack, 1–3 mm wideHighDifferential settlement
Stepped crackVery highFoundation movement
Crack from a door/window cornerHighStructural distortion
Crack 5–15 mm wide, or several cracks wider than 3 mmVery highModerate damage, affects serviceability
Crack wider than 15 mm, or bulging wall, cracked columns/beamsCriticalRisk to structural stability

The width criteria in the table are comparable to the damage classification for low-rise buildings in BRE Digest 251 (UK): up to 1 mm (very slight), up to 5 mm (slight), 5–15 mm (moderate), 15–25 mm (severe) and over 25 mm (very severe). Width is only one indicator; always consider the crack's direction, location and growth as well. Read more on crack interpretation in Which structural cracks are dangerous?

How to check

  1. Place a strip of tape across the crack and mark the date
  2. Measure the width every 1–2 weeks to see whether it is growing
  3. Take photos for comparison
  4. If the crack grows quickly = an urgent problem; call an engineer immediately

Not every crack comes from the foundation — don't confuse it with concreting defects

Before concluding that the foundation has a problem, first distinguish whether what you see is a settlement crack or a defect from the time the concrete was cast, such as a cold joint or honeycombing, caused by interrupted pours or inadequate vibration of the concrete, not by the soil beneath the foundation.

Cold joint and honeycombing at the head of a reinforced concrete column where it meets a ground-floor beam, in a building under construction, marked with a yellow frame
Yellow frame: a cold joint with honeycombing where the column head meets the beam — a defect from the concreting process, not a crack from foundation settlement, but it still needs repair because it reduces the load-bearing cross-section and lets moisture reach the reinforcement (Photo: SPN Soil Engineering)

The telltale features of these defects are that they have been in the same place since the formwork was stripped and do not grow over time, and they usually sit at construction joints between pours, such as where a column head meets a beam, along beam soffits, or at corners with congested reinforcement. Settlement cracks, by contrast, tend to run diagonally across walls and keep getting wider when monitored over several weeks. The depth and density of the concrete in these areas can be assessed with non-destructive evaluation (NDE) such as Ultrasonic Pulse Velocity or a Rebound Hammer before choosing a repair method.

Reinforced concrete frame under construction, showing columns, beams and the ground floor before finishing, used to check concrete quality before plastering
The bare-frame stage, before plastering, is the easiest time to spot concreting defects — once plastered over, joints and voids are hidden until they show up as a problem (Photo: SPN Soil Engineering)

Sign 2: How can you tell if a house is settling unevenly?

How to check it yourself

  • Place a "marble" on the floor on a smooth surface. If it clearly rolls in one direction, the floor is tilted
  • Use a water level to measure the floors in each room and record the tilt. If it exceeds 1:200 (5 mm/m), have an engineer assess it
  • Measure the door heights at all 4 corners of the house. If they differ by more than 2 cm over 10 m, the settlement is considered uneven
💡 Good to know

Bangkok and its surrounding provinces once suffered severe subsidence from groundwater pumping. Since pumping was controlled, the rate of subsidence has dropped sharply. InSAR satellite data for 2014–2024 show that Bangkok subsided by about 0.3 cm/year on average (Oh et al., 2026), and most inner districts by no more than about 1 cm/year (Ahmed et al., 2024), but some areas, such as around Ramkhamhaeng, are still subsiding 2–3 cm/year (Department of Mineral Resources, 2025). Settlement therefore varies greatly from area to area. If a whole house settles uniformly at every point together with the surrounding ground, it usually does not damage the structure, but if it settles unevenly (differential settlement), that is a danger sign.

Sources: Oh et al. (2026), Geosciences Journal · Ahmed et al. (2024), Science of The Total Environment · Matichon, 25 Sep 2025 (Director-General, Department of Mineral Resources)

The 3D view below shows two common cases for houses on soft soil: the ground around a pile-supported house settling until a void forms under the floor, and an extension on a shallow foundation settling unevenly until it tilts and separates from the house, together with how to measure differential settlement.

3D model of a pile-supported house with a shallow-footing extension on settling ground, showing differential settlement and how to measure it Conceptual 3D view. The original house sits on long piles down to a stiff soil layer. The ground around the house has settled below the original ground level, shown as a dashed line, leaving a void under the beams and floor, and a pipe running from the house into the ground has been pulled loose. The extension on the right sits on a shallow foundation that settles with the soil; its far end settles more, so it tilts, opening a V-shaped gap at the joint with the original house that is wider at the top. A symbol shows the settlement difference delta over a distance L. The right panel compares uniform settlement, which usually causes no cracking, with differential settlement, which cracks walls and distorts doors. Example criterion: a difference of 2 centimeters over 10 meters is 1 in 500. Bangkok subsidence rates from the cited sources: about 0.3 centimeters per year on average over 2014 to 2024, most inner districts no more than about 1 centimeter per year, and some areas 2 to 3 centimeters per year. 3D model: uniform vs differential settlement Not to scale Δ 1 Ground settles Void under floor · pipe pulled 3 Gap at the joint wider at top 4 Main house on piles settles less than ground 2 Shallow-footing ext. Far end settles more → tilts Uniform vs differential Uniform Differential Measure Δ over distance L 2 cm in 10 m = 1/500 → have an engineer assess Bangkok subsidence (cm/yr) Area average 2014–2024 0.3 Oh et al., 2026 Most inner districts ≤ ~1 Ahmed et al., 2024 Some areas, e.g. Ramkhamhaeng 2–3 Dept. of Mineral Resources, 2025 Conceptual view, not to scale
3D model — ① The ground around the house has settled below the original ground level (dashed line), leaving a void under the floor and pulling loose the pipe running into the ground. ② The extension on a shallow foundation settles with the soil; its far end settles more, so it tilts. ③ A V-shaped gap at the joint widens toward the top. ④ The original house on piles settles less than the surrounding ground. Right panel: uniform vs differential settlement, measuring the difference Δ over a distance L (2 cm in 10 m = 1/500), and Bangkok subsidence rates from three cited sources. Conceptual illustration (Image: SPN Soil Engineering)

Sign 3: Why are doors and windows starting not to close properly?

When the structure begins to distort, door and window frames lose their true rectangular shape, causing:

  • Doors that stick or need a hard push
  • A gap between the door and a frame that used to close tightly
  • Door latches that no longer line up with the strike and must be forced
  • Window glass cracking with no impact (because the frame is distorted)

How to tell the difference

Doors stick in the rainy/cool season: normal, caused by timber swelling

Sticking all year + cracks in the walls: a sign of foundation problems

Sign 4: Why are floors separating from walls or skirting boards pulling away?

Especially in Bangkok and its vicinity, which sit on Bangkok Soft Clay, the "Floating Floor" problem is very common, because:

  • The pile-supported building does not settle
  • But the floor around the house (slab on grade) settles with the soil
  • A gap opens between the floor and the wall

How to check?

  1. Look at the skirting boards in every room to see whether they have pulled away from the walls
  2. Press on the floor near the walls — does it feel springy or hollow?
  3. Measure the gap and note the date. If it keeps widening, or the floor cracks and sinks into a dip, have an engineer inspect it (the ground around a pile-supported house can keep settling at the local subsidence rate; read the remedies in How to fix settling fill)
  4. For raised-floor houses, check the ground floor for cracked or leaking pipes beneath it

Sign 5: How are frequent pipe bursts related to the foundation?

When the foundation moves, the piping beneath the floor is subjected to tension/twisting, causing:

  • PVC pipes cracking at the joints
  • Unusually high water bills (hidden leaks)
  • Water seeping through bathroom and kitchen floors
  • Foul odors rising from drains (pipes broken underground)

Quick checks

  • Shut off the main water supply and watch the meter. If it still turns = there is a leak
  • Look under the house floor. Damp patches or green mold = a leaking pipe
  • Foul odor from the bathroom floor = a broken drain pipe

When should you call a geotechnical engineer?

← Scroll to see the full table →

Severity levelSignAction
Level 1 MonitorSmall crack < 1 mmMark it and monitor every 3 months
Level 2 InvestigateCracks 1–5 mm, growing slowlyConsult an engineer for a preliminary assessment
Level 3 UrgentCracks 5–15 mm or growing fast + tilted floorCall a geotechnical engineer to inspect + new soil boring
Level 4 CriticalCracks over 15 mm, or cracked columns/beams, tilting columnsHave an engineer assess safety immediately; stop using at-risk areas until the inspection is complete

What does a geotechnical engineer do during an assessment?

  1. Site inspection: check cracks, tilt and groundwater level
  2. Re-investigation (repeat soil boring): check the current soil profile against the data from the time of construction
  3. Install Settlement Monuments to monitor ongoing settlement for 3–6 months (see how it is measured in Settlement Points and Tiltmeters)
  4. Structural analysis to find the real cause
  5. Recommend remedies such as underpinning, micropiles or grouting

If the foundation really has a problem, how can it be fixed?

1. Micropile Foundation

Small-diameter piles, 100–300 mm in diameter, driven or bored around the existing foundation to transfer the load to a stiff soil layer. Suitable for houses with difficult access. Relative cost level 💰–💰💰 per pile (often several dozen piles per house), depending on the number of piles and site conditions. The added piles should be load-tested as specified by the engineer (read Do micropiles need testing?)

2. Compaction Grouting

Stiff mortar (low-slump sand–cement grout) is injected into the ground at discrete points to displace and compact the soil around the foundation. It works well in sandy or unsaturated soils but has limited effect in saturated soft clay, and it differs from chemical or cement permeation grouting, so the engineer must choose the method to suit the soil type (see Ground improvement methods). Relative cost level 💰💰–💰💰💰 per point, depending on depth and volume of material.

3. Underpinning

The traditional method: excavating beneath the foundation in stages and adding a new, deeper foundation. Relative cost level 💰💰💰💰 (the highest of the three methods) and complex. It works well where stiff soil is shallow; on thick soft clay such as in Bangkok, excavating deeper often still does not reach stiff soil, so supplementary piles are usually used instead.

Note: The 💰 symbols indicate relative cost levels only, not SPN prices — foundation repair/strengthening is carried out by specialist contractors, and actual cost depends on the damage and site conditions; have an engineer assess first. Read about each method in depth at How to strengthen an existing building foundation (foundation retrofit)

✅ Final advice

Don't decide on repairs yourself without an engineer's assessment — patching cracks with mortar without fixing the root cause will let the problem return before long, possibly worse than before.

Summary: notice early, measure properly, then let an engineer find the cause

The 5 signs to watch for are diagonal cracks, uneven settlement, doors that won't close properly, floors separating from walls, and frequent pipe bursts

If you find these signs in your house, don't leave them. Contact SPN Soil Engineering for advice from a geotechnical engineer. The team can send an engineer to assess the site, plan a repeat soil investigation and recommend remedies that suit your budget — and if you are about to build a new house, read more on why a soil investigation is needed before building a house to prevent these problems from the start.