Shape Number Settlement For Free

Elastic settlement calculation using displacement influence factors has the general form (Poulos and Davis, 1974):(1) ? = q B E s I where ? is the foundation settlement; q is the applied stress; B means the foundation width; Es stands for the equivalent elastic soil modulus; and I is the displacement influence factor.

The shapes of early settlements were influenced by the surrounding landscape. They were also shaped by other factors such as who owned the land and whether the land was good for building on or not. Some examples of settlement patterns include, nucleated settlements, linear settlements and dispersed settlements.

Three general factors that affect rural settlement patterns are resources found in the area, the transportation methods obtainable at the time of settlement and the role played by the government policy.

Dispersed, linear and nucleated are the most common. A dispersed pattern is where isolated buildings are spread out across an area, usually separated by a few hundred metres with no central focus.

High-order centres ? large settlements, e.g a city. The sphere of influence of this type of town will be larger. High-order functions and services = things and services that are specialised and required by fewer people, e.g e.g. jewelers, car dealers, banks, universities, legal services, hospitals and specialists.

The total settlement of the ground consists of 3 components: immediate settlement (commonly referred to as elastic settlement, although this is a misnomer), consolidation settlement (or primary settlement) and creep settlement (or secondary settlement).

Example of a settlement hierarchy Extreme density: more than one billion residents. High density: more than one million residents. Upper medium density: quarter million to one million residents. Lower medium density: 100,000 to 250,000 residents. Low density: 1,000 to 100,000 residents. Minuscule density: Less then 1,000.

In the scientific field of archaeology, the term "settlement pattern" refers to the evidence within a given region of the physical remnants of communities and networks. That evidence is used to interpret the way interdependent local groups of people interacted in the past.

Commonly initial thickness is used unless the primary consolidation is very large. Say more than 10% of initial thickness. t2 = t100 (f) + ?t = time for which secondary settlement is to be calculated.

The three main types of settlement pattern are dispersed, nucleated and linear.