Foundations – R.C.C. FOOTINGS
There are mainly two types of R.C.C. footings: 1. One way reinforced footings. 2. Two way reinforced footings. 1. One…
There are mainly two types of R.C.C. footings: 1. One way reinforced footings. 2. Two way reinforced footings. 1. One…
The rate of consolidation always slows down significantly toward the end of the consolidation period. The time between about 80…
Carillo (1942 and Asaoka (1978) developed Eq. 4.2 to express the average degree of consolidation for the case of combined…
Introduction All materials will undergo volume change when subjected to stress change and soils are no exception. Unlike steel or…
The Janbu tangent modulus method is not different to—does not contrast or conflict with—the ‘conventional’ methods. The Janbu method for…
General The Janbu approach, proposed by Nilmar Janbu in the early 1960s (Janbu 1963; 1965; 1967), and referenced by the…
Linear stress-strain behavior follows Hooke’s law (“elastic modulus method”) according to Eq. 3.1. The “elastic modulus” is often called Young’s…
Introduction A foundation is a constructed unit that transfers the load from a superstructure to the ground. With regard to…
To provide a direct comparison between the Robertson (1990) profiling chart and the Eslami-Fellenius chart, three short series of CPTU…
To investigate the use of cone penetrometer data in pile design, Eslami and Fellenius (1997) compiled a database consisting of…
Robertson (1990) proposed a development of the Robertson et al. (1986) profiling chart, shown in Fig. 2.8, plotting a “normalized…
Vos (1982) suggested using the electrical cone penetrometer for Dutch soils to identify soil types from the friction ratio, as…