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Held on 22-24 January 2021. Ms. Nishtha Singh (Former M.Tech Student under Prof. Suresh Bhalla) Receiving Award For Best Industry Relevent M.tech Project by Foundation for Innovation and Technology Transfer (FITT) Piezoelectric Energy Harvesting Experiment at Dholera Smart City Site.
Dr. Suresh Bhalla is Professor at the Department of Civil Engineering, IIT Delhi. His main areas of interest are smart structures, structural health monitoring, electro-mechanical impedance...
- WHEN PILES SHOULD BE USED??
- INPUTS FROM SOIL REPORT
- Lateral load capacity
- DESIGN OF PILE FOUNDATION SYSTEM
- yt = M + H * D
- If oversafe
- 3.5 * Pile diameter or 1050mm (whichever is more)
- DESIGN FOR BENDING
- Critical section for one way shear
- CHECK FOR TWO WAY SHEAR
Soil is too weak Predominantly lateral loads High possibility of uplift Under marine environment The structural engineer should choose foundation type in consultation with the Geotechnical Engineer.
Pile type, diameter and length Load capacity in compression Load capacity in uplift
In addition, good Geotechnical Engineers generally provide pile reinforcement. Otherwise, they should provide details of lateral load analysis.
Number and layout of piles (pile layout) Will depend on the load and moments at the base of the columns. Design of pile caps
y x NUMBER AND LAYOUT OF PILES NUMBER AND LAYOUT OF PILES
Reduce number of piles NUMBER AND LAYOUT OF PILES P M y Hx D
It is always advisable to send the pile layout drawing to the Geotechnical engineer before approving for construction STRUCTURAL DESIGN
P Hx D F T Critical section for bending moment Top and bottom reinforcements can be found similar to an isolated footing
Face of col. In case of tension Safety against one way shear can be found similar to an isolated footing in case of footings on soil and at a distance equal to half the effective depth CHECK FOR ONE WAY SHEAR
P Critical section for two way shear Safety against two way shear can be found similar to an isolated footing
Diagnosis of carbonation induced corrosion initiation and progression in reinforced concrete structures using piezo-impedance transducers. V Talakokula, S Bhalla, RJ Ball, CR Bowen, GL Pesce, R Kurchania, ... Sensors and Actuators A: Physical 242, 79-91. , 2016.
Dr. Suresh Bhalla DEPARTMENT OF CIVIL ENGINEERING IIT DELHI Professor Tel:2659-1040 Email:Sbhalla@civil.iitd.ac.in CVP 441 IITD
Prof Suresh Bhalla. Male. Department of Civil Engineering, Indian Institute of Technology Delhi, Hauz Khas, New Delhi -110016 New Delhi, Delhi, India - 110016. http://web.iitd.ernet.in/~sbhalla/.
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Surjit Bhalla is an Indian economist, author, and columnist who served as Executive Director for India at the International Monetary Fund (IMF). Bhalla has also been a member of the Economic Advisory Council to the second Modi government.
