Foundation Analysis and Design |
Contents
CHAPTER 3 EXPLORATION SAMPLING AND IN SITU | 69 |
311 | 93 |
BEARING CAPACITY OF SHALLOW | 113 |
Copyright | |
42 other sections not shown
Other editions - View all
Common terms and phrases
angle applied approximately Atterberg limits auger backfill bearing capacity bearing-capacity borehole boring coefficient cohesionless soils cohesive soils compaction compression computed consolidation test curve density deposits depth deviator stress drill rod earth pressure effective pressure elastic equation Example excavation factors failure Figure foundation engineer friction g/cm³ gravel H₁ hole horizontal kg/cm² kips kN/m³ laboratory testing lateral pressure layer load increment loess material method Mohr's circle montmorillonite obtain overburden pressure particles penetration number percent piezometer piles plate plot Poisson's ratio pore pressure preconsolidated problem relative density rock sample sampler sand saturated settlement shear strength shown in Fig silt slope soil mass soil mechanics soil parameters soil pressure solution specific gravity stress path stress-strain modulus structure Terzaghi triaxial test unit weight usually V₁ values vane void ratio W₁ wall water content water table zone