Boring logs + lab data
One soil profile per boring, shared by every module and every suite. Lab results attach to the layer they came from.
Modules
What Geotechware covers.
Buy the modules you need. Each one reads the same soil profile and writes the same report format as the rest of Techware Suite.
Characterize
CPT
Cone soundings beside the boring, with soil behavior type and correlated strength.
Seismic site class + liquefaction
Site class from the profile, and liquefaction triggering layer by layer.
Test
Compression
Live load-settlement curve with Davisson and creep interpretation as the test runs.
Tension
Uplift tests with the same live curve, holds and report layout.
Lateral
Head deflection and rotation, with measured p-y curves back-calculated from the strain gauges.
Bi-directional
Upward and downward movement from an embedded jack, converted to an equivalent top-load curve.
Design
Axial + lateral piles
Drilled shafts, driven piles, ACIP/CFA and micropiles from published methods, tied to your test results.
Shallow foundations
Bearing and sliding for spread and strip footings on the same profile.
Settlement
Immediate and consolidation settlement with time rate.
Slope stability
Circular and block failure surfaces with groundwater from the boring.
Ground improvement
Aggregate piers and rigid inclusions sized to a settlement target.
Pavements + subgrade
Subgrade support and pavement sections from the lab results.
Groundwater
Dewatering
Well and sump layouts with drawdown at the excavation.
Seepage
Flow under walls and through embankments, with uplift and exit gradient.
geotechware enviroModule
Phase I ESA
Records review, site reconnaissance and interviews in one checklist, with recognized environmental conditions carried into the report.
Phase II sampling + lab data
Plan soil, groundwater and soil gas samples on the site map and load lab results straight from the lab file.
Screening level comparison
Every result compared to the screening levels you pick, with exceedances flagged on the table and the map.
Groundwater quality + plume maps
Well-by-well trends and concentration contours, with flow direction from the Landtechware Hydro module.
Vapor intrusion screening
Screen buildings over impacted soil or groundwater with the tiered approach.
Soil + waste disposal tracking
Loads, manifests and disposal facility tied to the excavation area they came from.
Remediation progress
Concentrations over time against cleanup goals, area by area.
How it works
Four steps, one record.
1
Log the boring
Enter the profile by hand or import it. Groundwater, layers and lab data live in one place.
2
Set up the test
Pick the element, instruments and load schedule. The plan prints for the field crew.
3
Run it live
Manual readings, CSV import or live loggers. The curve draws while the jack is still on.
4
Seal the report
The calc package lands as PDF and Word the hour the test ends, ready for a PE to seal.
Test to design
Your load test calibrates your design.
Most firms run the test, file the report and design the next job with the same textbook curves. Geotechware feeds the measured response straight back into design.
- Back-calculated p-y and t-z curves from strain gauge data
- A spring multiplier you can see, check and carry to the next site
- Design curves before and after the test, on one plot in the report
Design before testMeasuredCalibrated design
Outputs
Reports a PE can seal.
Every module ends in a calc package laid out the way a reviewing engineer reads it, as PDF and editable Word.
ASTM D1143ASTM D3689ASTM D3966ASTM D8169AASHTO LRFDFHWA GECIBCASCE 7ACI 318
Load test report
PDF + WordLoad-settlement curves
Davisson, creepEquivalent top-load curve
Bi-directionalAxial + lateral calc package
PE-sealableSoil profile export
CSVPart of Techware Suite
Enter it once. The next suite already knows.
→LandtechwareSurvey baseBorings and wells sit on the Landtechware coordinates.→StructechwareWall + structure designThe same profile and measured springs size walls and foundations.→InspectechwareBelow-grade waterGroundwater from the boring sets waterproofing pressure in the Envelope module.→SpectechwareTest specTest loads and schedules write the load test section.→SitetechwareField verificationDesign limits become the alarm levels on site.
Pricing
Pay for what you use.
Sold on its own by the project or by the year, or bundled with the other suites. Prices are quoted during early access.
Per test
One load test program on one project. Pilot firms get the first test free.
- Credits toward a seat if you upgrade
Quoted per test
Test Suite
All four load test modules for your team, unlimited projects.
- Compression, tension, lateral, bi-directional
Annual, per seat
Founding firm
A limited number of early firms lock in launch pricing.
- Three-year price lock
- 30% off the first year
- First right to new modules
Limited seats
Questions
Common questions.
Can I use my own data loggers?
Yes. Readings come in by hand, by CSV, or live from supported loggers. The pilot is a good time to tell us which ones your crews use.
What do you call an embedded-jack test?
A bi-directional test, per ASTM D8169. Geotechware converts the upward and downward curves to an equivalent top-load curve.
Who checks the analyses?
Every method is built from published references and checked against real field data, and each suite gets an outside PE review before release.
Does it work in SI units?
Yes. Every input and report runs in US or SI units, and you can switch per project.
Is the environmental work a separate product?
No. The Enviro module lives inside Geotechware, so Phase I and II work, lab results and plume maps sit on the same borings and wells as the geotechnical data.
Where does my data go?
Your projects stay in your firm's account, and everything exports to CSV, PDF and Word.
Contact
Join the Geotechware pilot
Pilots are open now for firms running static or bi-directional load tests in the next six months.
JT
Joe Troescher, PE
Founder. Licensed professional engineer in North Carolina. Every analysis is built from published methods and checked against field data.
hello@techwaresuite.com