Case study on pile foundation review

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1. CASE STUDY ON PILE FOUNDATION REVIEW-1 BY: RAJAN KUMAR(1600200148) RAJU KUMAR YADAV(160020145) GUIDE NAME: Mr.Lingeswaran (Asst professor)

2. CONTENTS INTRODUCTION OBJECTIVES LITERATURE SURVEY METHODOLGY FLOWCHART FUTURE PLAN REFERENCES

3. 1.Introduction A "driven pile foundation" is a specific type of pile foundation where structural elements are driven into the ground using a large hammer. They are commonly constructed of timber, precast prestressed concrete (PPC), and steel (H-sections and pipes).

4. 2.Objective :

5. 3.Literature Review S.NO AUTHOR TITLE INTRODUCTION 1 K. Ishihara Chuo University Kiso, Tokyo, Japan M. Cubrinovski Kiso-Jiban Consultants, Tokyo, Japan Case Studies of Pile Foundations Undergoing Lateral Spreading in Liquefied Deposits Liquefaction of surrounding soils during earthquakes may affect the performance of pile foundations leading to damage and even collapse of piles. In fact, there are cases of liquefaction related damage to piles caused by an excessive lateral movement of the liquefied soils. 2 Amey D Katdare1, Nandkumar K Patil2, Seema S Shiyekar3 Design of Pile Foundation for site in Sangli district of Maharashtra The foundation is an important part of the structure. The pile foundation is one of the very important type of deep foundations. Shallow foundations and deep foundations are important types of foundation.I n this paper, OPD building in Sangli District has been considered as a case study. The soil has been found to be clayey soil. Piles have been designed for this building as bearing capacity of the soil is very low.

6. S.NO AUTHOR TITLE INTRODUCTION 3 Imran Khan Patan , Amanana Venkatesh A STUDY OF PILE FOUNDATION TO ENHANCE SOIL BEARING CAPACITY FOR THE STRUCTURE This paper presents a case study of piling foundation and testing of a Commercial Project in the south region of India. The overall pile driving works involved more than 1600RC piles of a total length over 25.000 m. Assumption that the bearing capacity of a pile driven into cohesive soil may increase significantly in time (set-up effect), was the reason for the contractor to take the risk to accelerate the testing procedure. 4 Department of Civil Engineering, College of Engineering, PMU University, P.O. Box 1664, Al-Khobar, 31952, Saudi Arabia A Case Study: Foundation Design in Liquefiable Site The liquefaction is a phenomenon which occurs under seismic solicitation. The passage of a seismic wave (i.e. strong shaking) leads, in certain geological formations, to the loss of shearing resistance in saturated sandy materials. This is caused mainly by the increase of the pore water pressure generated by the cyclical deformations. The instantaneous deconsolidation of the soil is reflected by the destruction of the soil mass; making the constructions on such soils unstable.

7. 4.FLOW CHART

8. METHODOLOGY FOR PILE FOUNDATION Pile driving methods are: Impact driving Vibrating Pressing

9. 6.Loads on pile All the load from the super structure like, Live load Dead load Wind load Seismic load The loads from the surrounding soil in case of seismic event. Water load in case of off-shore structure.

10. 7.Pile material Steel piles Concrete piles Timber piles

11. 8.FUTURE PLAN There are many things we have to consider such as we will choose one any particular live example where there is the failure of pile foundation. We will have to get through the reason of that failure. We will take similar few example of sites. Then, We will go through the solution of that failure so that that problems will not occur in other construction.

12. 9.Conclusion : > After discussing the above topic what we suggest is by considering a safe bearing capacity and condition of a sitewe have decide which type of materials use. > More over the deep foundation is suitable for structure

13. References: https://scholarsmine.mst.edu/cgi/viewcontent.cgi?article=2606&context=icchge https://www.irjet.net/archives/V4/i1/IRJET-V4I107.pdf http://www.ijraet.com/pdf23/9.pdf http://www.ijera.com/papers/Vol7_issue1/Part-1/B0701010612.pdf https://www.liebherr.com/en/ind/products/construction-machines/deep-foundation/methods/pile-driving/pile-driving.html#!/content=mcf-press