§ 01 — INDEX EST. URBANA, IL

Quantified Systems.
Engineered Confidence.

NSQ is a geotechnical and geostructural practice focused on the quantification of natural systems. We develop the methods, models, and technologies that improve how subsurface variability — in soils, groundwater, slopes, and the structures built upon them — is characterized and accounted for in engineering decisions.

0 — SCALE : 1 : 1 — ∞

Three disciplines, one workflow.

01 / MEASURE

Instrumentation and monitoring

Field and laboratory characterization of subsurface conditions — in-situ testing, remote sensing, distributed sensing — scoped to the parameters that drive the decisions downstream.

02 / MODEL

Analysis and calibration

Numerical, statistical, and geospatial frameworks that treat natural variability as information rather than error. Probabilistic and reliability-based approaches calibrated against measured performance.

03 / TRANSFER

Technology transfer

Specifications, QA/QC protocols, data-management systems, and decision-support tools — the deliverables that carry a method from calibration into routine use.

Where we concentrate.

  • F.01Subsurface characterization
  • F.02Slope behavior and stability
  • F.03MSE wall performance
  • F.04Foundation characterization
  • F.05Groundwater and seepage
  • F.06Soil stabilization
  • F.07Geotechnical data systems
  • F.08Reliability-based analysis

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A discipline of measurement,
applied to the ground we build on.

NSQ advances the methods, models, and technologies that improve how natural systems are characterized and accounted for in geotechnical and geostructural work.

Mission

NSQ was founded on a conviction that natural systems are engineering systems — they obey physical law, they can be instrumented, and their behavior can be described with the same rigor applied to concrete or steel. The practice exists to advance the methods by which that work is done.

Geotechnical and geostructural work sits at the interface where natural variability becomes an engineering problem. Traditional practice manages that variability through conservatism — factors of safety, empirical correlations, and assumed parameters applied across heterogeneous ground. That approach is safe, and it is expensive. It leaves performance on the table and it leaves risk unquantified.

Our work is to develop the methods, models, and technologies that close the gap. Characterizing soil, groundwater, slope, and vegetation behavior directly; calibrating analytical methods against measured performance; and translating those results into protocols, specifications, and frameworks that the broader profession can adopt. Less ground taken on faith. More ground taken on evidence.

We work with state transportation agencies, federal research programs, universities, dam and levee owners, and engineering firms who partner with us to advance the methods they rely on. Our deliverables are technical reports, specifications, protocols, and tools — the infrastructure of better practice.

Four operating principles.

I.

Measurement first.

Where a parameter governs a decision, we work to measure it. Assumption is reserved for what cannot reasonably be measured, and is stated as such.

II.

Variability is information.

Natural heterogeneity is not a nuisance to be averaged away. It is a property of the system to be modeled, reported, and used to inform the design.

III.

Methods are reproducible.

Procedures, models, and data are documented such that a competent engineer could repeat the work and obtain comparable results. Transferability is the point.

IV.

The ground sets the scope.

Methods are matched to site conditions — not the other way around. A method that works in the lab is not a method until it works in the field.

A catalogue of work.

Three capability areas, organized by the systems they address. Most engagements draw from more than one.

Introduction

Our work is organized around the quantification of natural systems — the soils, groundwater, and slopes whose behavior governs geotechnical and geostructural performance — and the translation of that quantification into methods and tools the profession can use.

§ 03.01 / Area

Methods & Models

Analytical and numerical methods for characterizing subsurface behavior — soil variability, stability, and seepage — developed, calibrated, and documented for use in practice.

  • 01.1Soil characterization and classification methods
  • 01.2Slope stability modeling (LEM, FEM)
  • 01.3Groundwater, seepage, and pore-pressure modeling
  • 01.4Probabilistic and reliability-based analysis
  • 01.5Soil stabilization evaluation and comparison
  • 01.6Spatial variability modeling (geostatistics)
  • 01.7Machine learning for subsurface prediction
  • 01.8Calibration against measured performance
§ 03.02 / Area

Instrumentation & Monitoring

Field instrumentation, data collection protocols, and long-term performance monitoring — for instrumented test beds, technology demonstration, and validation of analytical methods.

  • 02.1MSE wall instrumentation
  • 02.2Earth retention performance monitoring
  • 02.3Embankment and slope instrumentation
  • 02.4Distributed fiber-optic sensing (DAS / DSS)
  • 02.5Remote sensing and UAV photogrammetry
  • 02.6In-situ testing protocol development
  • 02.7Instrumented test beds and demonstration sites
  • 02.8Data acquisition and QA/QC protocols
§ 03.03 / Area

Frameworks & Tools

Software, data systems, specifications, and decision-support tools that carry methods into routine use — the deliverables that make a technique adoptable.

  • 03.1Geotechnical data management systems
  • 03.2DIGGS-compliant data infrastructure
  • 03.3GIS-based spatial analysis platforms
  • 03.4Specification language and QC protocols
  • 03.5Decision-support dashboards
  • 03.6Digital twins and 3D subsurface visualization
  • 03.7Climate-resilience planning frameworks
  • 03.8Lifecycle and risk-quantification methods

Methods and platforms.

Data Collection

  • LiDAR and UAV photogrammetry
  • Piezometers, inclinometers, strain gauges
  • Distributed fiber-optic sensing
  • In-situ testing (CPT, DMT, SPT)
  • Geophysical surveys

Modeling & Simulation

  • PLAXIS, GeoStudio (FEM, LEM)
  • MODFLOW, SEEP/W (groundwater, seepage)
  • Probabilistic and Monte Carlo analysis
  • Machine learning for predictive analytics
  • Reliability-based frameworks

Data & Delivery

  • ArcGIS, QGIS, PostGIS
  • DIGGS-compliant data management
  • Digital twins and 3D visualization
  • Decision-support dashboards
  • Technical reporting and specification authoring

Clients and collaborators.

  • i.State transportation agencies
  • ii.Federal agencies (ERDC, FHWA, USGS)
  • iii.Dam, levee, and embankment owners
  • iv.Universities and research institutions
  • v.Engineering firms
  • vi.Industry consortia and technical committees

Selected work.

A sample of engagements organized by the systems they address. Each describes the question that drove the work, the method developed, and the form in which it was delivered.

Sector · Federal 2025 Instrumentation

MSE wall performance monitoring.

An instrumentation and data-reduction methodology for evaluating MSE wall performance at the reinforcement-layer scale. Combined strain gauges, inclinometers, vibrating-wire piezometers, and distributed fiber-optic sensing into a unified protocol, with reduced-data results benchmarked against AASHTO LRFD design assumptions.

Protocol developmentDAS / DSS fiber opticAASHTO LRFD
DESIGN = MEASURED FIG. 1 — MEASURED vs DESIGN REINFORCEMENT LOAD
Sector · Municipal 2025 Analysis

Coupled seepage and stability analysis.

A workflow integrating transient seepage analysis with limit-equilibrium and finite-element slope stability computations, parameterized against inclinometer and piezometer records from instrumented embankments. Delivered as a documented modeling protocol with worked examples.

Framework developmentSLOPE/WSEEP/W
FIELD DATA SEEPAGE MODEL STABILITY ANALYSIS FS(t) OUTPUT CALIBRATION LOOP FIG. 2 — COUPLED SEEPAGE–STABILITY WORKFLOW
Sector · State DOT 2025 Data infrastructure

DIGGS-compliant data infrastructure.

Design and implementation of a subsurface data platform consolidating historic boring logs, laboratory records, and instrumentation into a queryable system. Developed the schema, ingestion protocols, QA/QC workflows, and export tooling, delivered alongside user documentation and adoption guidance.

Platform developmentDIGGSPostGISDjango
INTERFACES · QUERY · EXPORT VALIDATION · QA/QC LAYER DIGGS SCHEMA POSTGIS · SPATIAL INDEX DATA STORE · 2,840 BORINGS FIG. 3 — SYSTEM ARCHITECTURE, 5-LAYER
Sector · Federal 2024 Method evaluation

Accelerated soil stabilization evaluation.

Laboratory and field comparison of emerging stabilization chemistries — carbonation, microbially-induced calcite precipitation — benchmarked against conventional lime and cement treatments. Deliverables included a standardized evaluation protocol, candidate specification language, and QC sampling procedures.

Protocol authoringMICPCarbonationUCS testing
TARGET CTRL LIME CEM MICP FIG. 4 — UCS DISTRIBUTION BY TREATMENT
Sector · Dam & Levee 2024 Modeling

Transient seepage characterization.

A transient groundwater modeling workflow for levee reach analysis under design flood loading, including piezometer-based calibration and spatial variability parameterization. Delivered as a methodology document with a worked example reach and recommended instrumentation specifications.

MethodologyMODFLOWTransient seepage
FLOOD STAGE MODEL MEASURED FIG. 5 — TRANSIENT RESPONSE, MODEL vs MEASURED

Discuss a project or collaboration.

A principal engineer will respond within two business days.

Get in touch.

Contact us to discuss a project scope, a methodology question, or a potential collaboration. We engage with clients across the United States and welcome teaming arrangements with engineering firms, agencies, and research institutions.

Office
Urbana, Illinois
Hours
Weekdays, 08:00 – 17:00 Central
Reference
N 40°06′47″ · W 88°12′27″
A principal engineer will respond within two business days.