- Markets
- Oil and gas
- Renewables
- Ports and terminals
- Bridges
- Civil and construction
- Highway infrastructure
- Rail infrastructure
- JF Strainstall - Structural monitoring
- AXILOG II vibration monitoring system
- BGCMAP rate of corrosion tester
- Dynasen shock pressure sensor products
- TDR2/TECO/TECOLITE pile integrity testing systems
- ASLT/SLT2 static pile load testing system
- SIMBAT dynamic pile test system
- PARAS parallel seismic test system
- PLATEMAN plate loading test system
- SB2010 large scale shear box
- SCXT3000 cross hole sonic logging system
- SLFI signal lever force indicator
- SPTMAN SPT hammer energy testing system
- Concrete slab void detection system
- Measurement and control
- Load pins
- Load links
- Load shackles
- Tension and compression load cells
- Tension load cells
- Train brake force measuring load cells
- Strain rings
- Below ground corrosion assessment
- Bi-directional static load testing
- Cross hole sonic logging
- Dynamic pile testing
- Parallel seismic testing
- Pile integrity testing
- Static load testing
- Sale of the UK operations of Strainstall to the BES Group
- James Fisher Strainstall provides structural health monitoring system for the world’s tallest railway bridge
- James Fisher Strainstall secures Palace of Westminster instrumentation and monitoring contract
- James Fisher combines its asset monitoring capabilities under the new brand of James Fisher Strainstall
- Archive
Bi-directional static load testing for MEGA.
Strainstall Middle East have performed bi-directional static load testing on a 2400mm pile for the proposed Metro Express for Gandhinagar and Ahmedabad (MEGA), in India.
The metro will connect the administrative capital of the state of Gandhinagar with Ahmedabad city. When completed, it will be 76km long, with 49 stations and a predicted usage of 2 million passengers per year. Built predominantly on an elevated structure, it will feature driver-less metro trains and an automatic fare collection system using Smart Card technology.
To perform the test, Strainstall used hydraulic jacks, strain gauges, displacement and pressure transducers and a data logger. A lateral load test was also performed using 11 in-place inclinometers. The main objective of the BDSLT was to proof load the test pile to its maximum load of 4300 tonnes, while lateral load tests were performed to a load of up to 5070 KN.
