In Denver, seismic risk is shaped by the Front Range fault system and the Denver Basin’s variable sediments, requiring site-specific analysis under the current ASCE 7 and IBC provisions. Our seismic category addresses these demands through integrated soil liquefaction analysis in saturated alluvial zones and seismic microzonation that maps local ground response, directly informing foundation design and code compliance across the metro area.
Critical infrastructure, mid-rise and high-rise buildings, and essential facilities routinely require this level of evaluation to manage amplification and settlement risks. For structures demanding higher performance, we combine microzonation findings with base isolation seismic design, delivering resilient solutions that align with Denver’s geologic profile and performance-based engineering standards.
In Denver's expansive claystone, a passive anchor that creeps 0.5 inches has already lost half its design preload before the wall ever sees a surcharge.
Methodology and scope
Local considerations
The most common failure mode we see in Denver excavations isn't a catastrophic snap — it's slow, progressive movement from anchor preload loss that nobody catches until the soldier pile has deflected 3 inches and the sidewalk above starts to crack. Contractors sometimes assume a single lock-off load will work across the entire wall, but the bond stress in a claystone layer near the toe is nothing like what you get in the sandstone lens 20 feet up. Another frequent mistake is skipping the performance test on the first production anchors. Without that load-displacement curve, you're blind to whether the grout is actually gripping the formation or just filling a smeared hole. We also see anchors installed too close to property lines without verifying that the bond zone stays within the easement — an expensive fix when the neighbor's foundation is 10 feet away. Combining anchor design with slope stability analysis gives the full picture, especially for cuts over 15 feet.
Applicable standards
ASTM D3689 – Standard Test Methods for Deep Foundation Elements Under Static Axial Tensile Load (anchor testing), PTI DC35.1 – Recommendations for Prestressed Rock and Soil Anchors, ASCE 7-22 – Minimum Design Loads for Buildings, Chapter 7 (earth pressure for anchored walls), IBC 2021 – Section 1810 (anchors in expansive soils, Denver amendment considerations)
Associated technical services
Anchor Feasibility and Concept Design
We review the geotechnical baseline report and borehole logs to determine whether active or passive anchors are viable at the site. This includes a preliminary bond zone assessment and an estimate of required unbonded lengths to reach competent material outside the active failure wedge.
Detailed Anchor Design and Tendon Specification
We produce shop-drawing-level designs with bar or strand tendon schedules, grout mix specifications, and lock-off load tables. Every anchor is numbered and referenced to the wall elevation, with corrosion protection class matched to the expected groundwater exposure.
Load Testing and Verification
We develop the site-specific testing program (performance, proof, and creep tests) per ASTM D3689 and PTI recommendations. Our team reviews load-displacement curves as they come in and adjusts bond lengths or lock-off loads before the next row of anchors is installed.
Typical parameters
Frequently asked questions
How much does an anchor design package cost for a Denver project?
Anchor design packages in the Denver area typically range from US$1,040 to US$3,520, depending on wall height, number of anchor rows, and whether performance testing is included. A 20-foot anchored wall with two rows of tiebacks on a commercial site will fall toward the upper end once you factor in the testing specification and construction-phase support.
What is the difference between active and passive anchors in practice?
Active anchors are tensioned to a specified lock-off load immediately after the grout reaches strength, actively compressing the soil behind the wall. Passive anchors are not pre-stressed; they only mobilize resistance as the wall moves. In Denver's stiff claystone, passive systems can require more movement to engage fully, which may conflict with adjacent structures or utilities.
How deep do anchors need to go in Denver's bedrock?
Bond zones in intact Denver Basin claystone typically start at depths between 15 and 30 feet below the ground surface, once you're past the weathered and fractured zone. The actual depth depends on the wall height, cut angle, and the location of the failure plane. We verify the bond zone stratigraphy from site-specific borehole data, not regional assumptions.
Do I need a performance test for every anchor?
No. PTI DC35.1 and ASTM D3689 recommend performance tests on a minimum of 5% of production anchors, with at least one per row or soil type. For critical permanent walls, we often specify performance tests on the first two anchors in each distinct geologic unit to confirm the bond stress assumptions before proceeding with the rest of the row.