Vancouver's geotechnical profile demands precision in ground retention. The city's foundation, shaped by Vashon glaciation, leaves a complex stratigraphy of lodgement till over soft marine clays. Designing an anchor here means confronting the 2018 NBCC seismic provisions head-on. A passive anchor relies on soil-grout friction mobilized by movement; an active anchor, by contrast, locks off a pre-set load against the structure. Both must contend with the 0.94g PGA in high-seismicity zones. Our laboratory team performs full-scale load tests to ASTM A934, verifying bond length performance in the Capilano sediments and the sensitive Lawton clay. Before finalizing a retention system, we typically coordinate with slope stability analysis to integrate the anchor capacity into the global failure surface assessment.
In Vancouver's post-glacial soils, a 15-metre bond length in lodgement till can develop 450 kN of capacity, but proof testing is the only way to confirm the grout-to-ground interface.
