Open Access

Table 1

Geotechnical considerations in UWV design.

Geologic attribute Geotechnical issues Possible impacts on Underground Wood Vault (UWV) durability Assessment criteria
1. Hydrology A. Proximity to surface water Water infiltration from above Surface water flow patterns
Annual and seasonal precipitation
B. Proximity to groundwater Water incursion from below Aquifer locations (vertical and lateral)
Aquifer recharge and discharge dynamics
C. Predictability of water movement Water environment cannot be reliably modelled Multi-decadal records of precipitation and water-well productivity
2. Lithology A. Permeability Materials do (or do not) allow interstitial water or gas flow Soil composition and texture
Bedrock composition and texture
B. Hydraulic conductivity Materials do (or do not) minimize flow-penetration rates by water Hydraulic conductivity values for all materials
C. Plasticity Materials do (or do not) display selfhealing properties during wet/dry cycles Liquid limit and plasticity index values for all materials
D. Sorption capacity Materials do (or do not) tend to immobilize water or GHG through sorption Mineral composition, especially abundance of expandable phyllosilicates
3. Seismicity A. Peak Ground Acceleration (PGA) from shock waves Shock waves do (or do not) occur frequently PGA model for 50-year or longer timescale
Shock waves do (or do not) occur strongly Wave-amplification potential implied by lithology
B. Peak Ground Displacement (PGD) from shock waves Cap fractures admit water from above or release GHG from below Mechanical response model for site materials
Sub-surface fractures admit groundwater from below Geologic evidence for absence of land surface disturbance by earthquake activity

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