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Geotechnical data management & submission control

Your data has a load path.
We engineered it.

G& carries every borehole, sample, and lab result from the rig to a certified AGS 4.1 submission — validated at every step, traceable at every value, signed by your engineers.

For ground investigation contractors · geotechnical consultants · laboratories · client PMOs

Field → AGS 4.1 in one system

Rig logs, lab results, engineering derivations and the submission package on one governed record.

Validated before it is issued

Four validation layers run continuously — a blocker stops the export, not the deadline.

Every value traceable to a clause

Derived values resolve to their inputs, the governing standard version, and the engineer who signed.

Location BH-01 · strata, SPT & groundwater

03691215182124mMG · 0.02.4 mMade ground — sand, gravel, brick fragmentsSC · 2.46.8 mLoose to medium dense calcareous SANDCL · 6.811.5 mFirm CLAY, low plasticity, silt partingsLS · 11.518.2 mWeak to moderately weak LIMESTONEMS · 18.224.0 mModerately strong SANDSTONE, thinly beddedGWL 5.20 m bglSPT N — ASTM D1586

Area A · investigation coverage

AA'BH-01BH-02BH-03BH-04BH-05BH-06BH-07CPT-01N50 m · local grid
128

Boreholes

56

CPTs

87%

Ready

The G& load path — select a stageCycling
01 / Field Operations

Captured once, at source.

Rig logs, in-situ tests, samples, and groundwater readings are entered on the rig against a location and depth interval — with author, method, instrument, and timestamp bound to the value on write.

What this stage guarantees
  • Location & depth bound
  • Author + timestamp
  • No anonymous rows

The journey

Field → Lab → Validation → Engineering → Deliverables.

Five stages, one record, no re-entry between them. What is drawn below is what the software actually does at each stage — screens from the platform follow, shown with all client, project, location and personnel identifiers removed.

  1. Field01

    Captured once, at source

    Strata, samples, SPT increments and groundwater logged on the rig, bound to location and depth on write.

  2. Lab02

    Request to approved result

    Scheduling, testing, calculation, checking and approval on the sample record — results autofill back into the log.

  3. Validation03

    Four layers, continuously

    Integrity, engineering logic, AGS compliance and plausibility. Blockers stop the export, not the deadline.

  4. Engineering04

    Derived, never typed

    The standards engine computes classification, indices and correlations against a versioned clause.

  5. Deliverables05

    Signed, then issued

    Borehole logs, factual tables, AGS 4.1 and IPC quantities built only from approved records.

Inside the platform

The software, not the brochure.

Field capture on the rig, laboratory results computed by the standards engine, the four-layer validation console, the map and data explorer, and the AGS 4.1 export — annotated to BS 5930, BS 1377, ASTM and BS EN ISO 14688 / 14689.

Field · daily record
StrataSamplesIn-situGroundwater
LocationsBH-01BH-02BH-03CPT-01
03691215182124mMG · 0.02.4 mMade ground — sand, gravel, brick fragmentsSC · 2.46.8 mLoose to medium dense calcareous SANDCL · 6.811.5 mFirm CLAY, low plasticity, silt partingsLS · 11.518.2 mWeak to moderately weak LIMESTONEMS · 18.224.0 mModerately strong SANDSTONE, thinly beddedGWL 5.20 m bglSPT N — ASTM D1586
DepthTypeValueStd
1.50SPTN = 8D1586
3.00SPTN = 12D1586
4.50U100sampleBS 5930
6.00SPTN = 21D1586
7.50DbagBS 5930
9.00SPTN = 26D1586
11.50CORETCR 96%BS 5930
Offline-tolerant · descriptions to BS 5930 · every row bound to location and depth on write
Maps & data explorer
PlanSection A–A′CoverageQuery
AA'BH-01BH-02BH-03BH-04BH-05BH-06BH-07CPT-01N50 m · local grid
LocationDepthTestsState
BH-0124.00 m12 SPT · 6 labok
BH-0218.50 m9 SPT · 4 labok
BH-0321.00 m11 SPT · 5 labwarn
BH-06in progress4 SPTmuted
CPT-0116.20 mtraceok
Local grid preserved · query by formation, test type or depth interval
Laboratory · approved results
ClassificationStrengthConsolidationChemical

Particle size distribution · BS 1377-2

CLAYSILTSANDGRAVEL% passing

Plasticity · ASTM D4318

A-lineLiquid limit (%) · ASTM D4318Plasticity index

Shear box · BS 1377-7

Normal stress σ (kPa) · BS 1377-7Shear stress τφ' = 32° · c' = 6 kPa
SampleTestResultStandardState
S-1141AtterbergLL 42 · PI 19ASTM D4318-17ok
S-1142PSDFines 8%BS 1377-2ok
S-1147Shear boxφ′ 32° · c′ 6 kPaBS 1377-7ok
S-1151Oedometermv 0.08 m²/MNASTM D2435warn
Computed by the standards engine · read-only · checked and approved by named engineers
Submission control · validation run
FindingsRulesCorrectionsReadiness

Records checked

18,442

Blockers

2

Errors

14

Readiness

87%

LayerRuleLocationDetailState
IntegritySAMP_TOP < SAMP_BASEBH-03 · 8.40 mBase above toperror
AGS 4.1ISPT heading not in dictionaryBH-06ISPT_NVAL expectederror
Eng. logicSample outside logged stratumBH-03 · 11.20 mNo GEOL parenterror
PlausibilityPI vs. LL off A-lineLAB-2214Review classificationwarn
IntegrityGroundwater vs. drilling recordBH-05Reconciledok
Client rulesNaming convention · area prefixArea APassedok
Four layers · 2 blockers · 14 errors · 33 warnings · nothing exports until blockers clear
Deliverables · AGS 4.1 export
1"GROUP","GEOL"
2"HEADING","LOCA_ID","GEOL_TOP","GEOL_BASE","GEOL_DESC","GEOL_LEG","GEOL_GEOL"
3"UNIT","","m","m","","",""
4"TYPE","ID","2DP","2DP","X","PA","PA"
5"DATA","BH-01","0.00","2.40","Made ground: sand and gravel","MG","MG"
6"DATA","BH-01","2.40","6.80","Loose to medium dense calcareous SAND","SC","SAND"
7"DATA","BH-01","6.80","11.50","Firm CLAY with silt partings","CL","CLAY"
8"DATA","BH-01","11.50","18.20","Weak to moderately weak LIMESTONE","LS","LMST"

Groups written

  • PROJok
  • LOCAok
  • GEOLok
  • SAMPok
  • ISPTok
  • COREok
  • WSTDok
  • LLPLok
  • GRADok
Dictionary-checked · parent–child intact · signed by named engineer · 0 blockers

Aligned to the standards your submissions answer to

AGS 4.1BS 5930BS 1377BS EN ISO 14688 / 14689ASTM D1586ASTM D2487Eurocode 7AGS 4.1BS 5930BS 1377BS EN ISO 14688 / 14689ASTM D1586ASTM D2487Eurocode 7

Ground & Trust

Every value enters through exactly one door.

Most submission failures are structural: a typed value where a computed one belongs, a lab result with no chain back to its sample, an AGS file that validates but describes the wrong ground. G& closes those paths by design.

01

Three-door data entry

Raw measurements, engine-derived values, and certified results each enter through a single controlled path.

02

Four-layer validation

Data integrity, engineering logic, AGS compliance, and plausibility — run continuously.

03

Full traceability

Every derived value resolves to its inputs, governing standard, and timestamp.

The load path — select a stage

Forward-only · 3 / 3
Door 3 — signing engineerLocked. A correction is a new forward transition, never an overwrite

Approval is a named human act. Nothing enters an AGS file, a report table, or a payment certificate without it.

Enters via
QA review, then explicit approval by a named signing engineer
Authority
Signing engineer · QA reviewer · Project manager

What changes at this stage

  • Record locked with user, timestamp, and standard version
  • Released to AGS 4.1 export, borehole logs, report tables, and IPC quantities
  • Extends the validated corpus — queryable by later investigations
  • Any later change raises a new issue and a forward-only transition

Validations that run here

CONTINUOUS

Client-specific headings, naming, and formats checked

Approved is the only state a deliverable can be built from.

Want the field-level view — every value as it changes from raw capture to certified approval? The full diff table lives on the platform page.

Open the field-level diff

Validation layers

Select a layer to see what it rejects.

01
02
03
04

Ground & capture / handwriting OCR

The rig writes it by hand.
G& reads it into the record.

Handwritten field boring logs are photographed and transcribed into structured raw records — depth intervals, sample types, SPT blow counts per increment (75 mm to BS EN ISO 22476-3, or 150 mm to ASTM D1586), TCR / SCR / RQD, and BS 5930 descriptions — then put through the same four-layer validation as typed entry. Client, project, location, and personnel fields are never transcribed.

Digitise a field sheet

Sheet → structured rows

Every handwritten interval becomes one raw record bound to its depth, with the source photograph attached.

Confidence per value

Each transcribed value carries a confidence score; anything below threshold is flagged for engineer review.

Mapped to AGS 4.1

GEOL, SAMP, ISPT, CORE, and WSTD headings populated on import — dictionary-checked, not free text.

Raw stage only

OCR never produces a derived or certified value. Standards calculate. Engineers sign.

Example outputs

What leaves the building.

Borehole logs, laboratory summaries, gradation curves, and plasticity sheets — rendered from approved records to BS 1377, ASTM, and AGS 4.1. Sample outputs are shown with all client, project, location, and personnel identifiers removed.

OUT-01

Borehole log — soils

BS 5930 · ASTM D1586

OUT-02

Borehole log — rock coring

BS 5930 · ASTM D6032

OUT-03

Particle size distribution

BS 1377-2

OUT-04

Atterberg limits

ASTM D4318-17

See example outputs

Factual reports

Beta capability

Send a report with a review trail behind it.

G& can generate factual report content from approved records and review an existing factual report for scientific issues, data accuracy, missing evidence, inconsistencies, and standards alignment. The result is a readiness view with comments for resolution before submission.

This review workflow is in beta and is not yet 100% available in the current release. A qualified engineer remains responsible for the final technical review, acceptance, and sign-off.

See report outputs

Review console

Factual report / review pass

BETA · HUMAN SIGN-OFF

Source alignment

12 / 12

Pass

Scientific comments

03

Resolve

Submission readiness

Pending

Engineer

Data accuracy

Table 4.2 / sample S07 does not match the approved laboratory record.

Comment
Scientific consistency

Check the stated soil description against the plotted grading and plasticity results.

Comment
Standards basis

ASTM D4318 and BS 1377 references identified; engineer confirmation required.

Review

Platform

Field to deliverable, one controlled line.

One central geotechnical database. Validation and QA before review. Review before approval. Approval before anything leaves the building. The five stages, the modules behind them, and the field-level diff are set out in full on the platform page.

Live from the central database

Ground truth, intelligently.

Every action audit-logged
128

Boreholes

56

CPTs

24

Trial pits

82%

Lab complete

Drilling productivity412 m

Weekly drilled meterage · current week highlighted

Issue resolution
2Blockers
14Errors
33Warnings
Submission readiness
87%Export readiness
Ready — 3 areas

Go / no-go view per area before every client submission

Data management

Your ground history is an engineering asset. Govern it like one.

Every investigation your firm has delivered describes ground that will be built on again. G& holds that record as one governed estate — projects, areas, locations, strata, samples, in-situ tests, laboratory results, and groundwater observations in a strict parent–child schema.

History under the same discipline as live data.
Legacy AGS and Excel records enter through the same import, mapping, and four-layer validation as current works. Digitised is not the same as verified.

Knowledge that compounds.
Each approved submission extends a validated corpus of regional ground conditions. Desk studies, adjacent-phase investigations, and tender responses draw on data whose provenance is already established.

The corpus cycle

01

Project delivered — submission approved

02

Records locked — inputs, standards, timestamps preserved

03

Corpus extended — validated, versioned, queryable

04

Next investigation — informed before the first rig mobilises

Data that passed validation once holds its integrity permanently. The estate appreciates; it never degrades.

Ground & speed

Legacy systems are changing.
Your data isn't.

Legacy subsurface systems face end-of-life on December 31, 2028, with new licences ending after December 2027. Templates don't carry forward. If your logs, lab sheets, and AGS exports still run through a legacy desktop workflow and Excel, the migration question is already on your desk.

AGS-native, both directions

AGS 4.1 in, AGS 4.1 out, with Excel round-trip for the workflows your teams already run.

Built for submission, not just storage

G& is organised around one question: is this package ready to submit without rejection or rework?

Coexists with your estate

Open formats mean G& works alongside your existing design tools and downstream workflows.

Plan your migration

Ground & trust / laboratory lifecycle

From lab request to payment certificate — one record.

G& carries the complete laboratory lifecycle: request, scheduling, testing, calculation, checking, approval, reporting, and billing. Then it does what no other platform does.

Approved records only

Nothing enters a deliverable, an AGS file, or a quantity statement until a named engineer has approved it.

IPC generated from the data itself

Interim payment statements are built directly from approved records.

No re-entry, no reconciliation

The record that passed validation is the record that gets billed. One source, zero drift.

Result status ladder

01Entered
02Calculated — by the standards engine
03Checked
04Approved — signing engineer
05Reported → Submitted → Billed

Forward-only. Every transition logged with user, timestamp, and standard version.

Reporting & analytics

From raw measurement to publication-grade output.

Rendered from approved records

Borehole Log — BH-115

Calcareous sand over oolitic limestone · 25.00 m

0510152025 m
SPT N / TCR % / RQD %
SAND / LST / refusal

Direct Shear — Failure Envelope

BS 1377-7 · consolidated drained · 3 specimens

c′ = 7 kPaφ′ = 37.1°σ′ / τ

Shear Stress vs Displacement

Full shear stress–displacement curve retained per specimen

σ′ = 49 kPa

σ′ = 98 kPa

σ′ = 147 kPa

Particle Size Distribution

BS 1377-2 wet sieving · classification derived by the engine

SILTSANDGRAVELUSCS: SP–SM

Also rendered by the engine: Atterberg limits & plasticity chart · consolidation fitting · UCS stress–strain · groundwater hydrographs · chemical aggressivity screening

Ground & intelligence

An AI co-pilot with zero calculation authority.

The standards carry sole calculation authority. Your engineers carry sole signing authority. The co-pilot explains, searches, flags, and summarises — every interaction audit-logged.

/

Explains, never decides

Plain-language explanation of validation issues and suggested fixes — every suggestion a draft for engineer review.

/

Cites or declines

Every claim traces to a record ID, a rule, or a standard clause. No source, no assertion.

/

Fully auditable

Prompt, output, and engineer decision logged for every interaction.

CO-PILOT / AUDIT LOG 00481SOURCE LOCKED

PROMPT > Explain why sample depth conflicts with strata boundary.

RESPONSE > Review BH-115 / S-08 against BS 5930 clause mapping. Calculation authority remains with the standards engine.

ENGINEER DECISION > Pending review

Ground & region

Built where your tenders move.

G& is native to the Gulf: regional coordinate systems, tier-one client submission formats, tender-grade documentation, and sovereign hosting options — backed by five decades of geotechnical delivery on the ground it serves.

50 Years

heritage

110+

AGS groups

&

everything connected

22

Boreholes validated and exported to AGS 4.1 in a single area submission

0

Errors on first-pass validation of that submission

0

Warnings. Not resolved — never raised.

Live project results. References available under NDA.

Client testimony

A governed data path for a landmark coastal development.

Project

Modon Ras El Hekmah

Delivery partner

Horema

Consultants

Dar · HILL International

Horema / project team01 / 01
“G& gave our team a single, controlled environment to manage the geotechnical data for the Modon Ras El Hekmah project and generate the AGS 4.1 submission package. It connected field, laboratory, and quality-control records in one traceable workflow, helping us coordinate effectively with Dar and HILL International while maintaining confidence in the quality and readiness of every deliverable.”
Horema project team · Geotechnical investigation and data management delivery
Read the full case study

Case studies

Borehole to submission, walked through.

Three walkthroughs of the same discipline applied to different work: a coastal area submission, a legacy estate migration, and the laboratory-to-payment cycle. Each shows the five stages, the failures caught on the way, and what changed against the previous workflow.

CS-01 · Scope

22 boreholes · 148 SPT tests · 96 lab tests · 25.00 m max depth · AGS 4.1 area package

Walkthrough

  1. 01 / Field

    Logged once at source

    Drilling, SPT increments, sampling, and groundwater readings entered on the rig against location and depth interval — descriptions to BS 5930, no re-typing at the office.

  2. 02 / Database

    Bound to the schema

    Every record landed under project → area → location → stratum, with referential integrity enforced at the database rather than at export.

  3. 03 / Validation

    Four layers, continuously

    Integrity, engineering logic, AGS compliance, and plausibility ran on entry — not the night before the deadline.

  4. 04 / Review

    Signed, then locked

    Derived values read-only from the standards engine; a named signing engineer approved each result before it could reach a deliverable.

  5. 05 / Deliverable

    AGS 4.1 package exported

    Submission package, borehole logs, factual report tables, and a validation report generated from the same approved records.

Failures prevented

L2 Engineering logic

Refusal recorded as N-value

Two SPT increments hit refusal. Typed as a numeric N-value they would have flowed into the correlation and understated stiffness; the engine plotted refusal at the limit instead.

L2 Engineering logic

Sample depth outside stratum

One sample sat 0.30 m below its logged stratum boundary. Structurally valid AGS, factually wrong ground — flagged before the lab schedule was issued.

L4 Plausibility

Groundwater vs. drilling water

A standing level matched the drilling water return. Queried at entry, resolved in the field, never carried into the report.

Before — legacy systems & spreadsheets

  • AGS file assembled by hand from logs, lab sheets, and spreadsheets
  • Validation attempted at export, days before the submission date
  • Two rework rounds typical per area, with re-issued logs each time

After — submission control

First-pass validation errors
0
Warnings raised
0
Rework rounds after issue
None

Walkthroughs described from anonymised project records. References available under NDA.

Modules

One platform, every subsurface workflow.

Field logging, in-situ testing, laboratory, GIS, borehole logs, and submission control — one governed schema underneath all of them, so no module holds a value the others cannot trace.

M01Field

Field logging

Drilling, logging, sampling, and groundwater readings captured once at source — descriptions to BS 5930, offline-tolerant, synced into the central database.

M02In-situ

In-situ testing

SPT, CPT, permeability, and pressuremeter records held against their location and depth interval, with method and standard version attached to every value.

M03Lab

Laboratory

Request, schedule, test, calculate, check, approve, report, bill — the full lifecycle on one record, with results autofilled back into logs.

M04Logs

Borehole logs & report tables

Publication-grade logs and factual report tables drawn directly from approved records, not re-plotted in a spreadsheet.

M05GIS

Maps & data explorer

Locations, strata, and test coverage on regional coordinate systems, queryable by formation, test type, or depth interval.

M06Submission

Submission control

Four-layer validation, client-specific rules, issue log, and a go / no-go readiness view per area before anything leaves the building.

Interoperability

Open formats in. Open formats out.

G& reads and writes the formats your estate already speaks, so it sits beside the tools your teams and clients use rather than replacing them.

AGS 4.1 in / outExcel round-tripCSVGIS exportsOpen data formatsPDF deliverables

Common questions

Can we migrate legacy records without rebuilding templates?
Yes. Legacy AGS and Excel records import through the same mapping and four-layer validation as live works, so migrated data arrives verified rather than merely digitised.
Does G& replace our design and modelling tools?
No. Open formats mean G& works alongside your existing design stack — it holds the governed record and controls the submission.
Who can approve a value?
Only a named signing engineer. Derived values are computed by the standards engine and are read-only; approval is the single door to any deliverable.
Where is the data hosted?
Regional and sovereign hosting options are available, with role-based access and every import, validation, and export audit-logged.
Data you can build on.

See a live project go from field data to a validated AGS 4.1 submission package.

Errors caught. Values traced. Engineers in command.

Book a Demo