Sensors on the reinforcement cage before concreting
Service

Pile instrumentation

Skin friction and base resistance, reported separately. We work with sensors from Geokon, Glötzl and Bauer as well as fibre optic sensors, installed before concreting: rebar strainmeters, sister bars, base load cells, chain extensometers and chain inclinometers with up to eight measuring levels. The results are the distribution of skin friction along the pile shaft, the exact base resistance, the pile integrity and the deflection line of the pile.

Shaft friction and base resistance

The pile itself says where it carries.

Without instrumentation a load test gives the total resistance. With instrumentation it becomes visible which share comes from the shaft, how it is distributed over depth and what arrives at the base.

The gauges are mounted on the reinforcement cage before concreting and routed to the pile head via measuring lines. Measurement runs synchronously with the load control of the static load test.

Vibrating wire gauges (sister bars)

Measure strain in the concrete, mounted on the reinforcement cage at several levels over the pile length. Strain gives the normal force and from that the shaft friction between levels.

strain per level

Fibre optic measuring system FOS

Measures strain continuously along a glass fibre cable installed with the reinforcement cage. Instead of single levels a continuous profile over the entire pile shaft is obtained.

continuous profile

Pile base load cell

Sits directly at the pile base and measures the force introduced there. The base resistance is thus a measured value, not a residual from the calculation.

base resistance directly

Chain extensometer

Records compression or extension between fixed points inside the pile, arranged as a chain over depth. Gives the displacement of individual pile sections against each other.

displacement over depth

Inclination

Chain inclinometers up to eight levels.

A chain inclinometer consists of several hinged inclination sensors in a guide tube inside the pile. Each sensor measures the inclination of its section.

The individual inclinations over depth give the pile's deflection line. Up to eight measuring levels are possible.

Integrity measurement inside the pile

Thermal integrity testing (TIP).

Curing concrete releases heat. Temperature sensors inside the pile record this process while the concrete hardens.

Where the cross-section is larger or smaller than planned, the measured temperature deviates. Cross-section changes are detected without exposing the pile.

Our service

From the measuring level to the diagram.

  • Planning of measuring levels to match the ground profile
  • Supply and installation of sensors on the reinforcement cage
  • Cable routing, protection of the measuring lines and connection at the pile head
  • Measurement during the load test, synchronised with the load control
  • Evaluation of the distribution of shaft friction and base resistance
  • Documentation with all diagrams in the test report

Distribution of resistance

Shaft resistance along the pile, resolved by measuring level or continuously via the fibre.

Result

Pile base resistance

The share of the load introduced at the base, measured instead of calculated.

Result

Deflection line

Course of horizontal displacement over pile depth, derived from the inclination measurements.

Result

From practice

Instrumentation and evaluation.

Vibrating wire sensor on the reinforcement bar
Vibrating wire gauge on the reinforcement bar
Pile head with sensor cables of the instrumentation led out, U5 metro line in München
Sensor cables at the exposed pile head
Loading beam with instrumentation and cable drums at the U5 metro line in München
Connection to the measuring station during the load test
Diagram: determination of the deflection line, example 1
Result: determination of the deflection line
Answers

Frequently asked questions

All questions on process, methods, standards and scheduling are in the FAQ section.

Instrumentation is part of the static load test. If the sensors stay in the structure after the test, the readings can be polled over time via remote monitoring.

Project inquiry

Request a project

Tell us the project, the number of piles and the planned test load. You will receive a test concept with a quote within two business days.