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Vertical Drains To Accelerate Settlement
Introduction All materials will undergo volume change when subjected to stress change and soils are…
Posted inFoundation Engineering
The Janbu Method versus Conventional Methods
The Janbu tangent modulus method is not different to—does not contrast or conflict with—the 'conventional'…
Posted inFoundation Engineering
The Janbu Approach
General The Janbu approach, proposed by Nilmar Janbu in the early 1960s (Janbu 1963; 1965;…
Posted inFoundation Engineering
Linear Deformation (“Elastic”)
Linear stress-strain behavior follows Hooke’s law (“elastic modulus method”) according to Eq. 3.1. The "elastic…
Posted inFoundation Engineering
Settlement Calculation
Introduction A foundation is a constructed unit that transfers the load from a superstructure to…
Posted inFoundation Engineering
Comparison between the Eslami-Fellenius and Robertson (1990) Methods
To provide a direct comparison between the Robertson (1990) profiling chart and the Eslami-Fellenius chart,…
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)…
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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…