GarBia Group offers technical services ranging from geotechnical engineering, sub-surface soil exploration, laboratory testing, and micro-piling for foundations, in support to engineering design of residential and institutional buildings, roads, and government infrastructures.
Geotechnical Engineering & Site Investigation
Site Assessment
Soil Exploration
SPT / Coring
Test Pit
Geotechnical Testing
Detailed Geotechnical Reports
Laboratory Analysis
Liquefaction Analysis
Foundation Design Recommendation
Micropiling / Bored Piling Works
Jet Grouting / Cement Grouting Works
Soil Laboratory Testing
Soil Sample Analysis
Moisture Content Testing
Specific Gravity Testing
Atterberg Limit Testing
Grain Size Distribution
Consolidation Test
Field Density Test
Maximum Dry Density Test
California Bearing Ratio (CBR) Test
Los Angeles Abrasion Test
Permeability Testing
Unconfined Compression Test
What each service covers
A short guide to the geotechnical and construction services GarBia Group provides, what each one solves, and where it typically applies. If you are unsure which you need, describe the site and we will advise.
Site Assessment
Desk study and site reconnaissance that establish ground conditions, access, and the scope of investigation a project needs before drilling begins.
What it involves
A desk review of available geological and project information, followed by a walkover of the site. This establishes access for rigs, proximity of existing structures and services, surface conditions and any signs of past fill or instability — and from that, how many boreholes or test pits the investigation needs and how deep they should go.
Problem it addresses
Committing to a drilling programme before anyone has looked at the ground, access, or nearby structures.
Where it applies
All project types, before an investigation scope is agreed.
Soil Investigation & Sub-Surface Exploration
Standard Penetration Testing (SPT), coring, and test pits to recover samples and record sub-surface profiles for foundation and structural design.
What it involves
Boreholes advanced with Standard Penetration Testing to ASTM D1586, where a split-spoon sampler is driven by a 63.5 kg hammer falling 760 mm and the blows per 150 mm increment are logged as the N-value. Coring recovers continuous samples through rock or stiff strata; test pits expose shallow profiles directly. The output is a logged soil profile, the groundwater level, and samples recovered for laboratory testing.
Problem it addresses
Designing a foundation without knowing what the soil below it can actually carry.
Where it applies
Residential and institutional buildings, roads, and government infrastructure.
Geotechnical Testing
In-situ and laboratory testing of recovered soil samples to establish strength, classification, and settlement behaviour.
What it involves
In-situ measurements taken during drilling, combined with laboratory work on the recovered samples, to put numbers against each layer: density and consistency, shear strength, compressibility, and classification. These are the values the structural designer's bearing-capacity and settlement calculations are built on.
Problem it addresses
Sample descriptions alone cannot tell you strength, classification, or how much a layer will settle under load.
Where it applies
Any project where foundation loads must be justified numerically.
Detailed Geotechnical Reports
Laboratory analysis, liquefaction analysis, and foundation design recommendations issued as a geotechnical report for the design team.
What it involves
Borehole logs and the interpreted soil profile, groundwater conditions, laboratory results, and liquefaction analysis where saturated loose sands are present — carried through to foundation design recommendations: the recommended foundation type, founding depth, and allowable bearing or pile capacity.
Problem it addresses
Raw borehole and laboratory data that the structural designer still has to interpret.
Where it applies
Permit submissions and structural design that need a signed geotechnical basis.
Micropiling & Bored Piling Works
Deep foundation works for sites where shallow soils cannot carry the design load, including restricted-access and existing-structure conditions.
What it involves
Small-diameter drilled and grouted piles, reinforced to carry high loads relative to their size. Because the rigs are compact, they reach restricted-access and low-headroom locations that a full-size piling rig cannot — which also makes them the usual choice for underpinning and for work next to or beneath structures that must stay in service.
Problem it addresses
Shallow soils that cannot carry the design load, or sites too tight for conventional piling rigs.
Where it applies
Soft ground, sloping sites, and works alongside existing structures.
Jet Grouting & Cement Grouting Works
Ground improvement by grout injection to increase bearing capacity, reduce permeability, and stabilise weak or loose ground.
What it involves
Cement grouting injects grout into voids, fissures, and loose material to bind it and cut permeability. Jet grouting goes further, using a high-pressure jet to erode and mix the soil with grout into engineered soil-cement columns. Which one suits a site depends on whether the ground will accept grout by injection alone.
Problem it addresses
Loose or permeable ground that needs improving in place rather than being replaced.
Where it applies
Bearing capacity improvement, seepage control, and stabilising weak ground.
Soil Laboratory Testing
Moisture content, specific gravity, Atterberg limits, grain size distribution, consolidation, field density, maximum dry density, CBR, Los Angeles abrasion, permeability, and unconfined compression testing.
What it involves
Index and classification tests — moisture content, specific gravity, Atterberg limits to ASTM D4318, and grain size distribution — establish what the material is. Consolidation (ASTM D2435), unconfined compression, and permeability testing establish how it behaves under load and water. Field density, maximum dry density, CBR (ASTM D1883), and Los Angeles abrasion cover compaction control and pavement work.
Problem it addresses
Material properties that have to be measured to a recognised standard to be accepted.
Where it applies
Testing follows ASTM standards and specifications in our own laboratory.
How an engagement runs
Tell us the location, structure type, and programme — by email or phone.
We assess the site and agree the investigation scope and number of boreholes or test pits.
Field work: SPT, coring, or test pits, with samples recovered for testing.
Laboratory testing of the recovered samples to ASTM methods.
A detailed geotechnical report, including foundation design recommendations, is issued to your design team.
Where required, we carry out the foundation works themselves — micropiling, bored piling, or grouting.
Learn about site investigation, deep foundations, and how GarBia supports your project.
Sub-surface exploration, soil sampling, in-situ testing, laboratory analysis, and geotechnical reports to support structural and foundation design.
A geotechnical report turns raw field and laboratory data into something a structural engineer can design against. It typically sets out the borehole logs and soil profile, groundwater conditions, laboratory test results, the interpreted engineering properties of each layer, liquefaction assessment where relevant, and foundation design recommendations — the recommended foundation type, founding depth, and allowable bearing capacity or pile capacity.
Classification and index tests establish what the soil is: moisture content, specific gravity, Atterberg limits (liquid limit, plastic limit, and the resulting plasticity index, to ASTM D4318), and grain size distribution. Performance tests establish how it behaves under load: consolidation testing for settlement, unconfined compression for undrained shear strength, permeability for water flow, and field density and maximum dry density for compaction control. For pavements and roads, California Bearing Ratio (CBR) and Los Angeles abrasion testing are used.
When shallow soils cannot support design loads—common on soft ground, slopes, or high-rise and infrastructure projects. In practice the investigation shows it: if competent bearing strata sit well below the practical depth of a footing or raft, the load has to be carried down to them by piles.
Micropiles are small-diameter drilled and grouted piles, usually reinforced, that carry high loads relative to their size. They suit situations a large piling rig cannot serve: restricted-access or low-headroom sites, work alongside or beneath existing structures, underpinning, and sloping or difficult ground. Conventional bored piling is generally more economical where there is open access and space for a full-size rig.
Both improve ground in place rather than replacing it. Cement grouting injects grout into voids, fissures, or loose material to bind it and reduce permeability. Jet grouting uses a high-pressure jet to erode and mix the soil with grout, forming treated columns of soil-cement. Jet grouting creates a more positive, engineered geometry; permeation grouting is the lighter-touch option where the ground will accept grout by injection alone.
Field and laboratory testing follow ASTM standards and the specifications applying to the project — for example ASTM D1586 for Standard Penetration Testing, ASTM D4318 for Atterberg limits, ASTM D2435 for one-dimensional consolidation, and ASTM D1883 for CBR. Philippine projects are also designed against the National Structural Code of the Philippines, and public works are subject to the relevant DPWH requirements.
It varies with the number and depth of boreholes, site access, ground conditions, and the laboratory programme the samples require — a compact residential investigation is a very different job from a multi-borehole investigation for infrastructure. Programme is agreed with the scope rather than quoted generically. Send us the site details and intended structure and we will give you a realistic timeline.
Email inquiries@garbiagroup.com, call +63 (02) 8280-1763, or use any mobile number on our Contact page. Sending the location, the type and size of structure, and your programme lets us scope the investigation properly the first time. Visit the Location page for office directions and project consultations.