Combined vertical and horizontal flow
Carillo (1942 and Asaoka (1978) developed Eq. 4.2 to express the average…
Vertical Drains To Accelerate Settlement
Introduction All materials will undergo volume change when subjected to stress change…
The Janbu Method versus Conventional Methods
The Janbu tangent modulus method is not different to—does not contrast or…
The Janbu Approach
General The Janbu approach, proposed by Nilmar Janbu in the early 1960s…
Linear Deformation (“Elastic”)
Linear stress-strain behavior follows Hooke’s law (“elastic modulus method”) according to Eq.…
Settlement Calculation
Introduction A foundation is a constructed unit that transfers the load from…
Comparison between the Eslami-Fellenius and Robertson (1990) Methods
To provide a direct comparison between the Robertson (1990) profiling chart and…
The Eslami-Fellenius CPTU Profiling and Soil Behaviour Type Classification Method
To investigate the use of cone penetrometer data in pile design, Eslami…
Vos (1982)
Vos (1982) suggested using the electrical cone penetrometer for Dutch soils to…
Schmertmann (1978)
Schmertmann (1978) proposed the soil profiling chart shown in Fig. 2.4A. The…


