Soil Nailing Power Point Presentation

Soil Nailing Power Point Presentation

 

“Soil nailing is a soil reinforcing technique that works by either driving/jacking the steel reinforcements into the ground or inserting reinforcements into a drilled hole bonded with non-shrink cementations grout in the excavated soil face”

 

Content:

  • Introduction
  • Advantages
  • Disadvantages
  • Typical application
  • Application media
  • Design concept
  • Design process
  • Design method
  • Design manual
  • Recommended design procedure
  • Failure modes
  • Case study
  • Conclusions

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Landslide and its accurate detection Presentation

Landslide and its accurate detection Presentation

 

LANDSLIDE: CONTENT OUTLINE

  • HOW RAINFALL TRIGGERS LANDSLIDE ?
  • WHY CAN’T GEOTECH. ENGINEERS PREDETECT LANDSLIDE ?
  • WHY SLOPE WHICH HAS BEEN STANDING FOR MANY YEARS SUDDENLY FAIL ?
  • WHY IS IT SO DIFFICULT TO DETECT POTENTIAL LANDSLIDE ? AND WHAT MAKE IT SO COMPLEX ?
  • WHY LANDSLIDE IS ALWAYS ASSOCIATED WITH ELEVATION OF GROUNDWATER TABLE (GWT) ?
  • DOES GWT HAS INFLUENCE ON RAINFALL-INDUCED LANDSLIDE IN HIGH GROUND ?
  • WHAT IS THE ADVANTAGE OF INFILTRATION TYPE SLOPE STABILITY METHOD ?
  • WHAT IS THE ACTUAL SOIL SHEAR STRENGTH BEHAVIOUR ?
  • HOW TO CONDUCT EFFECTIVE SLOPE MONITORING TO DETECT RAINFALL- INDUCED LANDSLIDE?
  • WHICH SLOPE STABILITY METHOD IS THE MOST RELIABLE ?
  • WHAT IS REQUIRED FOR A RELIABLE SLOPE STAB. SOFTWARE?
  • IS THERE ANY SOFTWARE FOR ACCURATE DETECTION OF LANDSLIDE ?

 

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Column Design Powerpoint Presentation

Column Design Powerpoint Presentation

 

A column is generally referred to a vertical member designed to resist mainly compression. In building construction, columns are usually constructed monolithically with beams to form an integral structural frame. Hence, a column will inevitably, in addition to compression, have to take up bending moment transmitted from beams to which it is connected.

Therefore, unlike beam section, which is designed solely for bending, column section has to be designed for combined action of axial compression, N, and moment, M. In this chapter, the basic assumptions for beam in Chapter 2 will be adopted to derive the design charts for column, and then you will learn how to make use of these design charts to design column sections and then extend this method to design R C walls.

 

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