Soil Mechanics Practice Problems
35 problems · Geotechnical Engineering
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EasyDarcy's lawgroundwater
Using Darcys law, what is the groundwater discharge for hydraulic conductivity k = 1 × 10-4 m/s, hydraulic gradient i = 0.02, and gross cross-sectional flow area A = 100 m2?
All 35 problems
- Groundwater Discharge by Darcy's Law · Easy
- Water Content of a Soil Sample · Easy
- Void Ratio from Porosity · Easy
- Dry Unit Weight from Moisture Content · Easy
- Effective Stress in Saturated Soil · Medium
- What the SPT N-Value Measures · Easy
- Factor of Safety from Forces · Easy
- Relative Density of Sand · Medium
- Degree of Saturation from Water Content · Medium
- Saturated Unit Weight from Void Ratio · Medium
- Seepage Flow Rate from a Flow Net · Hard
- Time for 50 Percent Clay Consolidation · Hard
- Relative Compaction from Proctor Test · Easy
- Equivalent Vertical Permeability · Hard
- Active Thrust on a Retaining Wall · Hard
- USCS Class of a Fine-Grained Soil · Medium
- USCS Classification of a Clean Sand · Medium
- Plasticity Index from Atterberg Limits · Easy
- USCS Classification of a High-LL Silt · Medium
- USCS Classification of Clean Gravel · Medium
- Primary Consolidation Settlement of Clay · Medium
- Drainage Path of a Double Drained Clay · Easy
- Time to 50 Percent Consolidation · Hard
- Time to 90 Percent Consolidation · Hard
- Overconsolidation Ratio of Clay · Easy
- Rankine Ka for Level Granular Backfill · Easy
- Active Force on a Retaining Wall · Medium
- Location of Active Earth Pressure Force · Easy
- Surcharge Force on a Retaining Wall · Medium
- Retaining Wall Sliding Factor of Safety · Medium
- Dry Sand Infinite Slope Factor of Safety · Easy
- Infinite Slope Safety with Cohesion · Hard
- Infinite Slope with Pore Pressure · Hard
- Pore Pressure Effect on Slope Stability · Easy
- Limiting Angle of a Dry Infinite Slope · Easy