Schmertmann (1978)
Schmertmann (1978) proposed the soil profiling chart shown in Fig. 2.4A. The chart is based on results from mechanical cone…
Schmertmann (1978) proposed the soil profiling chart shown in Fig. 2.4A. The chart is based on results from mechanical cone…
Begemann (1965) Begemann (1965) pioneered soil profiling from the CPT, showing that, while coarse-grained soils generally demonstrate larger values of…
Introduction Design of foundations presupposes that the soil conditions (profile and parameters) at the site have been established by a…
A small diameter footing, of about 1 metre width, can normally be assumed to distribute the contact stress evenly over…
The assumption of ideally elastic response produces an exaggerated radial stress distribution near the location of the point-load. Thus, immediately…
Load applied to the surface of a body distributes into the body over a successively wider area. The simplest way…
As mentioned, effective stress is the total stress minus the pore pressure (the water pressure in the voids). Total stress…
All languages describe “clay”, “sand”, “gravel”, etc., which are terms primarily based on grain size. In the very beginning of…
Introduction Before a foundation design can be embarked on, the associated soil profile must be well established. The soil profile…
PLASTERING plastering The following topics are covered in this post. 1. What is plastering? 2. What are the requirements of good plaster?…
Plastering Applying mortar coats on the surfaces of walls, columns, ceiling etc. to get smooth finish is termed as plastering. Mortar used…
Minimising defects in plastering work Defects in plastering work can be minimised by following the below mentioned techniques. The brick and…