Posted inFoundation Engineering
The Eslami-Fellenius CPTU Profiling and Soil Behaviour Type Classification Method
To investigate the use of cone penetrometer data in pile design, Eslami and Fellenius (1997)…
Posted inFoundation Engineering
Robertson (1990)
Robertson (1990) proposed a development of the Robertson et al. (1986) profiling chart, shown in…
Posted inFoundation Engineering
Vos (1982)
Vos (1982) suggested using the electrical cone penetrometer for Dutch soils to identify soil types…
Posted inFoundation Engineering
Schmertmann (1978)
Schmertmann (1978) proposed the soil profiling chart shown in Fig. 2.4A. The chart is based…
Posted inFoundation Engineering
Brief Survey of Soil Profiling Methods
Begemann (1965) Begemann (1965) pioneered soil profiling from the CPT, showing that, while coarse-grained soils…
Posted inFoundation Engineering
Soil Profiling With The Cone Penetrometer
Introduction Design of foundations presupposes that the soil conditions (profile and parameters) at the site…
Posted inFoundation Engineering
Characteristic Point
A small diameter footing, of about 1 metre width, can normally be assumed to distribute…
Posted inFoundation Engineering
Newmark Influence Chart
The assumption of ideally elastic response produces an exaggerated radial stress distribution near the location…
Posted inFoundation Engineering
Stress Distribution
Load applied to the surface of a body distributes into the body over a successively…
Posted inFoundation Engineering
Effective Stress
As mentioned, effective stress is the total stress minus the pore pressure (the water pressure…