In Kelowna, a thorough geotechnical investigation is the first step in managing the variable subsurface conditions shaped by glacial lake sediments, silts, and clay deposits common to the Okanagan Valley. Our site characterization programs align with the British Columbia Building Code and CSA standards to define soil stratigraphy, bearing capacity, and seismic site class. Field testing often relies on direct-push methods, with the CPT (Cone Penetration Test) providing near-continuous profiles of tip resistance and pore pressure to identify soft zones and liquefiable layers without generating drill cuttings.
These investigations are critical for residential foundations on sloping terrain, commercial developments in the city core, and agricultural structures requiring precise settlement analysis. By integrating in-situ data with laboratory index testing, we deliver factual and interpretive reports that guide foundation design and earthworks. For sites with coarse-grained materials or cobble-rich till, we supplement the findings with traditional boreholes and standard penetration testing to ensure a robust ground model for your project.
Post-tensioned strand or bar anchors for retaining walls, bridge abutments, and deep excavations in Kelowna. Includes bond length calculation in glacial till, double-corrosion protection detailing per PTI Class I, and seismic load adjustments per NBCC 2015.
Design of gravity blocks, soil nails, and tie-back walls for slope stabilization in Kelowna's residential bench developments. Includes passive wedge analysis, frost heave mitigation, and drainage integration for Okanagan silt soils.
CSA A23.3-14 Annex G — Ground Anchors, PTI DC-35.1-14 — Recommendations for Prestressed Rock and Soil Anchors, ASTM A416/A416M-18 — Low-Relaxation Seven-Wire Steel Strand, NBCC 2015 — Seismic design provisions for anchor-supported structures
Professional design fees for anchor systems in Kelowna typically range from CA$1,480 to CA$5,540 depending on the complexity of the site, the number of anchors, and whether pull-out testing supervision is included. A simple passive block detail for a small retaining wall sits at the lower end, while a multi-row active anchor design with corrosion protection and seismic analysis for a commercial excavation will be at the upper end.
Active anchors are post-tensioned after grouting and locked off against the structure, applying a pre-compression to the soil or wall. They are used when deformation must be controlled tightly—think of a shoring wall next to an existing Kelowna building. Passive anchors develop their force only when the soil moves and engages the tendon, so they allow some displacement. We specify passive systems for slope stabilization where small movements are acceptable.
Frost penetration in Kelowna reaches about 1.2 meters in exposed areas. The upper portion of a passive anchor block or the free length of an active anchor can experience reduced bond during spring thaw when the ground is saturated. We mitigate this by setting the bond zone below the frost line and specifying a drainage system behind the wall to prevent water buildup in the active zone.
Absolutely. Anchor design without site-specific soil data is guesswork. We need at minimum a borehole or test pit to identify the stratigraphy—glacial till, silt lenses, bedrock depth—and laboratory shear strength tests on undisturbed samples. Kelowna's geology changes within a single block, so we never rely on regional maps alone.
We serve projects across Kelowna and its metropolitan area. More info.