US PRACTICE • LICENSED PROFESSIONAL ENGINEERING CONSULTANCY
Advanced Subsurface & Structural Advisory

De-risking infrastructure from the ground down.

Kirk Technical Group is an independent US engineering consultancy delivering specialized technical counsel in geotechnical engineering, deep foundation systems, and civil infrastructure support.

100%
US PE Oversight
IBC / AASHTO
Design Standard
< 24h
Inquiry Turnaround
Rapid Deployment
Site & Field Support
// ABOUT KIRK TECHNICAL GROUP

A boutique technical firm engineered for high-consequence decisions.

Large engineering conglomerates often bury clients under administrative overhead and standard boilerplate reports. At Kirk Technical Group, we operate as a high-caliber technical consultancy focused on delivering targeted, defensible, and constructible engineering solutions.

Whether analyzing unpredictable subterranean strata, resolving slope instabilities, or peer-reviewing multi-million dollar deep foundation schemes, our principals apply advanced geotechnical constitutive modeling paired with rigorous on-site empirical judgment.

01 / EMPIRICAL RIGOR

Strict soil mechanic fundamentals paired with real-world constructability checks.

02 / RISK MITIGATION

Protecting capital expenditure by discovering ground hazards before mobilization.

KTG-SPEC // SUBSURFACE RESOLUTION MATRIX ACTIVE
GEO

Geotechnical Characterization

In-situ SPT/CPT profiling, shear wave velocity testing, and laboratory soil mechanics.

FND

Foundation Synthesis & Capacity

Axial/lateral pile interaction (p-y curve analyses), mat foundation settlements, and drilled shafts.

INF

Infrastructure Advisory & Peer Review

Retaining walls, earth embankments, utility support, and forensic failure diagnostics.

FIRM CODE: US-ENG-7049 CONTACT: contact@bronya.io
// SPECIALIZED CAPABILITIES

Core Technical Practice Areas

Delivering end-to-end technical support across project lifecycles—from preliminary feasibility and soil investigation to detailed design and construction inspection.

Geotechnical Engineering

Comprehensive site investigations, seismic site classification, liquefaction hazard evaluation, and slope stability analysis.

  • › CPT / SPT Field Investigation
  • › Slope Stability & Landslides
  • › Liquefaction & Settlement
  • › Earth Pressure Computations
PRACTICE #01 Inquire →

Foundation Engineering

Rigorous design and optimization of deep and shallow foundations under static, dynamic, and lateral loading regimes.

  • › Drilled Shafts & Driven Piles
  • › Micropiles & Helical Anchors
  • › Mat & Raft Foundations
  • › Underpinning & Shoring Systems
PRACTICE #02 Inquire →

Civil Infrastructure Support

Strategic engineering advisory for earthworks, stormwater retention, retaining structures, roadways, and civil utilities.

  • › Earthwork Grading & Balance
  • › Mechanically Stabilized Earth (MSE)
  • › Erosion & Subgrade Drainage
  • › Pavement Section Design
PRACTICE #03 Inquire →

Advisory & Forensic Review

Expert technical peer reviews, forensic settlement failure investigations, vibration monitoring, and contractor claim support.

  • › Third-Party PE Peer Reviews
  • › Foundation Settlement Forensics
  • › Inclinometer & Piezometer Audit
  • › Construction Litigation Support
PRACTICE #04 Inquire →
// INTERACTIVE TECHNICAL TOOL

Subsurface Stratigraphy & Bearing Calculator

Inspect typical US geotechnical strata behaviors and test exploratory bearing pressure parameters across common formation types.

1. Select Formation Type

Embedment Depth (Df): 5.0 ft
2.0 ft (Shallow Strip) 25.0 ft (Deep Mat/Pier)
Engineering Advisory Note:

Calculations reflect Meyerhof/Terzaghi general bearing capacity formulations for initial feasibility only. Site-specific borings by Kirk Technical Group are required for stamped foundation designs.

// STRATIGRAPHIC TELEMETRY OUTPUT

REF: US-IBC-1806
Allowable Net Bearing (qa) 4,850 PSF (lbs/sq.ft)
Effective Friction (φ) / Cu 34° Shear Parameter
Recommended System Mat / Spread Footing
Dense Silty Sand with Gravel

Glacial till or alluvial sand matrix showing moderate-to-high relative density. Good drainage characteristics with negligible short-term consolidation risk. Susceptible to liquefaction only under high groundwater conditions during seismic PGA > 0.35g.

Unit Weight (γ): 125 pcf
Poisson's Ratio (ν): 0.30
Modulus (Es): 55 ksi
Have a challenging site in your jurisdiction? Submit Boring Logs for Review →
// SELECTED ENGAGEMENTS

Representative Projects & Advisory

A sample of technical challenges resolved by Kirk Technical Group across commercial, civil infrastructure, and heavy industrial sectors.

STATUS: PE STAMPED & FIELD VERIFIED
HIGH-RISE / FOUNDATION US-EAST

Deep Micropile & Underpinning Scheme for Urban Commercial Tower

Engineered 48 high-capacity cased micropiles socketed into crystalline bedrock directly adjacent to an active transit subway tunnel. Zero measurable tunnel settlement recorded during load test cycles.

• Design Load: 180 Tons / element
• Vibration Threshold: < 0.5 in/sec
• Settlement: 0.08 inches actual
SCOPE: Geotechnical & Structural Peer Review
HIGHWAY INFRASTRUCTURE US-WEST

Steep Embankment Slope Remediation & MSE Retaining Wall

Remediated a catastrophic progressive slope creep on a critical arterial roadway. Implemented a soil nail matrix coupled with high-strength geogrid reinforced Mechanically Stabilized Earth (MSE) wall.

• Slope Height: 42 feet
• Factor of Safety (Static): 1.58
• Pseudo-Static (EQ): 1.18
SCOPE: Slope Stability & Drainage Redesign
PORT & ENERGY TERMINAL US-GULF

Liquefaction & Lateral Spread Mitigation for Bulk Storage

Evaluated soft marine clay and saturated hydraulic fill beneath heavy liquid storage tanks. Specified stone column ground improvement (vibro-replacement) saving over $1.4M in anticipated driven steel pile costs.

• Site Area: 14 Acres
• Differential Settlement: < 0.75 in
• Client Cost Savings: ~28%
SCOPE: Value Engineering & Ground Improvement
// REGULATORY & CODE COMPLIANCE

Defensible Engineering Grounded in Standard US Codes.

Every calculation, finite element simulation, and field recommendation produced by Kirk Technical Group adheres strictly to recognized US national codes and municipal standards. We protect owners, contractors, and lead architects from unforeseen liability.

AASHTO LRFD ASCE 7-22 IBC 2021/2024 ASTM D-Series FHWA Geotechnical USACE EM Manuals
01

Geotechnical Numerical Modeling

Advanced 2D/3D finite element and limit-equilibrium modeling (PLAXIS, Slide, LPile, Slope/W) for complex soil-structure boundary interactions.

02

Constructability & Value Engineering

We don't design in an academic vacuum. Every recommendation considers local contractor tooling availability, rig access limits, and steel/concrete lead times.

03

On-Site Real-Time Verification

Dynamic pile driving analyzer (PDA) reviews, Osterberg cell (O-cell) test interpretations, and automated piezometer web telemetry monitoring.

04

Direct Principal Access

Work directly with licensed technical principals, not junior associates. Direct contact via dedicated communications channel at contact@bronya.io.

// INITIATE ENGAGEMENT

Request Technical Consultation

Have an active RFP, upcoming civil development, or complex geotechnical challenge? Submit your project parameters below or reach out directly to our engineering desk.

Primary Engineering Inquiries
contact@bronya.io

Encrypted inbox • Checked continuously by senior engineers.

Response SLA
Within 24 Business Hours

Standard preliminary review completed within 2 business days.

Geographic Coverage
United States Nationwide

PE licensure reciprocity available for state-level requirements.

Direct transmission securely routes to contact@bronya.io