Loads and Foundation Calculation

Table of contents Question 1 1 1. Basement of slope 1 2. Foundation of slope 3 Problem 2 5 Reference 6 Question 1 Explain the problem of base support force under composite load below the slope (see Fig. 1). Does the load decrease? If so, what is the reason? Figure 1 - Meyerhof (1957), the reference of the top of the slope of Question 1, shows that for the foundation located on or near the slope, the plastic zone on the side of the slope is relatively more than the plastic zone on the same ground on the horizontal ground It is small. After that, the supporting force of the foundation near the slope decreases.

Pacheco and colleagues (2008) suggested that the shallow foundation load capacity depends on the design's load-bearing method.In order to determine the load carrying capacity, various calculations are made to find the slope (234). The formulas used to determine the design structure take into consideration the allowable speed and seismic coefficient, the seismic coefficient is the cause of the seismic motion and the shallow foundation exceeds a certain permissible speed. The occurrence of the earthquake shows some weakness of the formula for supportive power The basic scale continues to be the main influencing factor of bearing capacity.

The strip foundation is the most commonly used foundation in buildings and is a strip of concrete that runs under all the load bearing walls. The depth and width of the strip foundation vary depending on the nature of the soil and the load of the superstructure, and can be as wide as 500 to 700 mm in the width of the soil / ground. Please use strip foundation in places where load carrying capacity of soil is high. The load is transmitted at an angle of 45 degrees from the bottom of the wall. The width of the strip base is three times the width of the wall. Thickness must be at least 150 mm, but the most common is 300 mm. The minimum depth measured from the finished ground is 450 mm to prevent frost damage. Please see the appendix