Difference 1: number and layout of boreholes

A typical house is usually covered by 1 borehole, but a warehouse/factory has a roof area of several thousand square meters, and the soil layers under each corner may differ. EIT guidelines give a borehole spacing for buildings of about 40–60 meters where the soil is uniform, and technical references cite about 3 or more boreholes for a single-story factory (read the full principles in How many boreholes and how deep?). Boreholes should be placed to cover:

  • Structural locations with the heaviest loads, such as long-span column lines, heavy machinery positions, and silo or tank foundations
  • Zones that will receive high fill for leveling
  • Locations where the soil profile is suspected to change, such as the edges of old ponds, old canals or areas where soil was once excavated for sale
SPN crew carrying out soil boring with a tripod rig on a factory extension construction site in Rayong
Soil investigation for a factory extension in Rayong — the factory covers a wide area, so boreholes must be spread to cover the heavy-load zones (Photo: SPN Soil Engineering)

Difference 2: more complex loading

A house's loads are the structure and its occupants, but a factory has several layers of loads stacked together:

Loading of a house compared with a warehouse and factory, and the effect on borehole layout The left image is a house whose main loads are the structure itself and its occupants; a soil investigation of about one borehole is normal. The right image is a section through a warehouse/factory with several types of load stacked together. Number one, long-span columns transmitting high loads per foundation down to the piles. Number two, the storage floor resting on fill, which settles with the fill layer. Number three, high racking that is sensitive to differential settlement. Number four, machinery and cranes that impose both load and vibration. Number five, silos or tanks with high loads on a small area. Below ground, boreholes are spread according to the positions of these loads. The bottom strip summarizes the effect of each item on the soil investigation. House vs warehouse/factory — different loads, different boring Not to scale House Bldg + people ~1 borehole Warehouse / factory 1 3 2 4 5 Multiple boreholes at load locations Soft clay 1 Long-span cols High load/footing 2 Floor Load slab Settles with fill 3 High racking Diff. settlement risk 4 Machinery / crane Load + vibration 5 Silo / tank Point load, small area
A house's main loads are its structure and occupants, while a warehouse/factory has 5 types of load stacked together: ① long-span columns ② Floor Load slab on fill ③ high racking ④ machinery and cranes ⑤ silos or tanks — so boreholes must be spread according to these load locations (conceptual diagram)

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Load sourceIssue affecting the soil investigation
Long-span building structureHigh load per foundation; the pile-tip bearing layer must be known accurately
Factory storage floor (Floor Load)Slab-on-ground settles directly with the fill; the quality of the fill and the original soil must be known
High storage rackingVery sensitive to differential settlement; even a slight floor tilt affects safety
Machinery / craneBoth static load and vibration; separate machine foundations may need to be designed
Silos, water tanks, chemical tanksVery high point loads on a small area; risk of local settlement

This information should be given to the investigator from the quotation stage, because it affects borehole locations, depths and the list of tests.

A large compacted fill area for a factory floor with Sand Cone Field Density Test equipment
Large-area fill compaction before casting the Floor Load slab — slab-on-ground settles directly with the quality of the fill, so density must be checked layer by layer (Photo: SPN Soil Engineering)

Difference 3: settlement is about "operations", not just safety

Slight settlement of a house may just mean annoying wall cracks, but differential settlement in a factory means:

  • Forklifts bump over floor joints and goods on pallets get damaged
  • High racking tilts beyond tolerance, and that zone must be taken out of service
  • High-precision machinery goes out of alignment and needs frequent readjustment
  • Crane rails tilt, affecting lifting safety

Soft clay areas such as Samut Prakan, Bang Na–Bang Pakong and the Central Plains lowlands, which are popular warehouse locations, all experience severe long-term settlement (read more in Bangkok soft clay and foundations). Soil investigation together with laboratory consolidation testing is therefore practically mandatory, to predict how much the floor and the foundations will settle differently over the service life.

The model below shows why a warehouse on soft soil can suffer "differential settlement" even though every column sits on piles — because most of the storage area is slab-on-ground on fill, which settles with the soft clay below.

3D model of a warehouse on soft clay: columns on piles versus a slab-on-ground with differential settlement 3D view of a warehouse with the roof cut away to show the interior. The long-span steel frame stands on foundations with piles extending down to the firm layer, while the warehouse floor is a slab-on-ground on compacted fill. The front section shows that as the soft clay below consolidates over the long term, the floor between column lines settles into a dish relative to the design floor level, while the pile-supported column foundations hardly settle. This creates stepped floor joints at the column lines that forklifts bump over, and high racking on the settled floor tilts beyond tolerance. Settlement in the figure is exaggerated for clarity. 3D model — warehouse differential settlement: columns on piles vs slab on ground Not to scale Stepped floor joint Forklift bumps 4 Piled col. To firm layer 1 Slab dishes down Below design level 2 Clay consolidates Consolidation test 5 Racking tilts too far Zone out of service 3 Settlement exaggerated · depth not to scale
3D model — warehouse on soft clay: ① columns on piles reaching the firm layer hardly settle ② slab-on-ground on fill settles into a dish relative to the design level (red dashed line) ③ high racking tilts beyond tolerance ④ stepped floor joints at column lines make forklifts bump ⑤ long-term consolidation of the soft soil, which can be assessed with a consolidation test (settlement exaggerated)

Difference 4: additional tests factory projects often need

Besides the soil investigation, factory/warehouse projects usually have additional tests at different construction stages:

  • Field Density Test — checks the density of compacted fill layer by layer before the slab is cast, to confirm the fill meets the specification.
  • Plate Bearing Test — directly measures the bearing capacity of the fill/subbase, used to verify the design of Floor Load slabs and storage yards.
  • Pile testing — Dynamic Load Test (PDA) or Static Load Test to prove actual pile capacity (compare the two methods in Dynamic vs Static Load Test), and Seismic Integrity Test to check pile integrity — which industrial estates and project consultants often specify in the TOR.
Setting up Plate Bearing Test equipment on compacted fill at a factory construction site
Plate Bearing Test on compacted fill — an additional test factory floors designed for Floor Load often need before concrete is cast (Photo: SPN Soil Engineering)

Planning all the testing from the start with a single provider keeps the data continuous from investigation through to acceptance (see the full scope on the soil investigation and testing services page).

Checklist before requesting a factory soil boring quote

  • Preliminary building layout and construction area
  • Required Floor Load (t/m²) and locations of heavy storage zones
  • List of heavy machinery, cranes, silos and tanks (if any)
  • Plans for filling and leveling, and existing ground levels
  • Requirements of the industrial estate or consultant (if there is a TOR, send it to the investigator)

Complete information from the start = an accurate quotation and no scope changes midway (before buying factory land, we recommend also reading the land checklist before building a factory).

Summary

Factory soil investigation is not "house soil boring with more holes" — it is a job with different requirements, from borehole layout and the analysis of multiple load types to sensitivity to differential settlement and the set of additional tests throughout construction. Investing properly in soil investigation from the start is the cheapest risk insurance a project can have.

📌 Note

This article is provided as engineering knowledge. The actual scope of investigation and list of tests should follow the project specifications and the judgment of a licensed engineer.