An open trench along an Amsterdam canal with the underground cables and pipes traced as glowing lines
Engineering

From spatial problem to verified design.

Draw a route or a crossing; it becomes a ground model you can defend — every figure back to its source and its standard.

THREE DOMAINS · ONE ENGINE

Engineering runs across three of ORB’s domains — the ground, the networks in it, and what stands on it. Same engine, three subjects.

An engineer running a real HDD bore in ORB Drilling on screen
Ground ↗

Drilling

HDD and trenchless boring. Two points become a calculated drilling profile — bend radii checked against pipe strength, entry/exit, soil resistance and water crossings — an independent, verifiable bore plan the executing contractor cannot self-certify. This is ORB Drilling in use; the numbers below are the ones on screen, each with its source.

Ø outer / inner110 / 90 mmbrief
min. bend radius50 mnorm
max mud pressure5.7 barmodel
cover over the bore4.95 mmeasured
exit hole143 mmmodel
HDD designbend-radius checkNEN 3654derating (IEC 60287)independent bore plan
THE BORE — PLAYABLE

Not a picture of a bore: the model itself. Press play to run the pilot bore, the ream and the pullback through the measured soil layers — stress, mud pressure and vibration move with the bit. Drag to rotate.

3D conflict analysis — cables and ducts against a planned route
Networks ↗

Trace

Cable & pipe routing (K&L). A drawn tracé becomes a peelable 3D ground model — soil bands from the subsurface model, cable & pipe lines at depth, a realistic open trench or trenchless bore. And the ground is rarely empty: ORB inventories every line in the working strip and gives it a risk class, 1–4, with the measure it calls for.

objects in strip8KLIC
contact length64 mmeasured
crossings / parallel2 / 5measured
4  HP gas, high-voltage grid — life-threatening: no machine in the zone, supervision
3  LP gas, MV, heat — trial trench at crossings; by hand within 0,5 m
2  water, sewer — locate valves; do not undermine

And those risk classes are not just labels — they are weights. ORB turns the working strip into a graph and runs a least-cost route (Dijkstra) across it: the line that steers around the class-4 zones, minimises crossings, and holds cover and bend radius within norm. Not the shortest line on a map — the cheapest defensible one through the ground that is actually there.

CROW 335NEN 7171KLIC / WIBONDijkstra least-costquantities & BGT
Real geometry · location not published · CROW 250 · WIBON — indicative, no substitute for a formal assessment
Fifty metres of subsurface in GeoTOP half-metre bands, with foundation piles
Structures ↗

Foundation new

Design and assessment — for what stands on the ground. New foundations: pile bearing, negative skin friction, settlement and drivability, from a pseudo-CPT off GeoTOP (Koppejan, NEN 9997-1). Existing wooden piles: groundwater against the pile head, rot risk, toward a foundation label — the same measured ground, no assumptions.

Bearing capacity, net763 kNderived
Bearing check106 ≥ 36 kPanorm
Settlement · 30 yr687 mmgoverning
Soil profileGeoTOP · 0.5 mmeasured

The pile carries the load — yet the soil keeps settling. Settlement, not bearing, governs the design.

TNO GeoTOP v01r3 · AHN5 · BRO · ξ=0,75 · γ=1,4 · phase 2 — no substitute for a CPT under NEN-EN-ISO 22476-1
THE SUBSURFACE REASONING STACK

Beneath the tracé and the bore sits a reasoning layer on the ground itself — it recognises from the cable & pipe register and judges against the standard, instead of assuming.

3D clash analysisCrossing or parallel against the real, measured cable & pipe register, each with its risk, measure and depth (CROW 500).
Soil & waterDig-advice from measured soil and groundwater, on the same datum as the design.
Foundation riskPile and foundation judgement to NEN 9997, with a dated report.
Cost estimate (SSK)A standardised SSK estimate straight off the model, with lengths taken from the drawing.
HOW YOU WORK WITH ENGINEERING
Start with a report. Grow into a system.

The same reality, delivered at the depth you need. A report from the engine can become a living model, then a dashboard, then your own system — the same truth, deepening. You land where the risk is low and climb when it pays.

01 · Land

Report

A one-off answer: a tracé study or bore plan, every figure carrying its source, standard and margin. Low risk, project-based.

€ per plan
02

Model

A durable asset: the ground model and route, reusable, that keeps living instead of dying as a PDF.

asset
03

Dashboard

A living lens on the engine — you design, check and produce the deliverable yourself. Recurring access.

subscription
04 · Destination

System

Your own engine and lenses, deployed and under your control. The deepest, stickiest rung.

deployed

The reason a report from ORB is worth more than a PDF from a consultant: it comes off the same engine, so it can climb. And because every result is traceable, an independent bore plan holds up against the party that profits from the meters. See how every figure is substantiated → Evidence & Verification.

The proof runs on real projects — and every figure is verifiable.

Engineering is proven on real projects — boring profiles, tracé models, quantities and reports. Every other lens runs on the same engine, entered wherever your question sits.