Seismic Analysis of Pile Group with Different Variations in Dimensions and Parameters
DOI:
https://doi.org/10.30732/RJET.20200901006Keywords:
Pile, Pile Cap, Laterally Loaded Piles, SBCAbstract
As per demand of current construction many project are running such as metro construction, bridges, tall building, industries, etc. In such type of construction where the soil bearing capacity (SBC) is very low it is necessary to provide pile foundation. Dynamic analysis is also necessary to be carried out for different pile group for earthquake. The stress resting action increases with the group action of piles.
In the present study, describe about pile group, modeling of four piles and eight pile groups were done taking space between them as 2.5D and 3D, where D is the dia. of the pile. Diameter of four pile group is 0.6 and diameter of eight pile group is 0.4, shape chosen to arrange the pile group are Rectangle, Square, Diamond and Staggered. The analysis of different shape pile groups has done using the response spectrum method based using STAAD Pro. Parameters such as displacement, shear force (SF) and bending moment (BM) were taken in consideration for pile group analysis. Pile cap is analyzed for bending moment in ‘y’ and ‘z’ direction.
References
[1] Giri, M., Jamle, S., & Meshram, K. (2020). Response Spectrum Analysis. LAP LAMBERT Academic Publishing, Mauritius.
[2] Malviya, R., Jamle, S., & Meshram, K. (2020). Examination on Increasing Stability of Multistoried Building: A Theoretical Review. International Journal of Advanced Engineering Research and Science, 7(1). .https://dx.doi.org/10.22161/ijaers.71.22
[3] Thakre, P., Jamle, S., & Meshram, K. (2020). Opening Area Effect of Shear Wall in Multistorey Building under Seismic Loading. International Journal of Advanced Engineering Research and Science, 7(2). https://dx.doi.org/10.22161/ijaers.72.17
[4] Lahori, M. A., & Jamle, S. Investigation of Seismic Parameters of RC Building on Sloping Ground. International Journal of Advanced Engineering Research and Science, 5(8). https://dx.doi.org/10.22161/ijaers.5.8.35
[5] Taha A. Ansari, Jamle, S., (2019),“ Performance Based Analysis of RC Buildings with Underground Storey Considering Soil Structure Interaction”, International Journal of Advanced Engineering Research and Science (ISSN: 2349-6495(P) | 2456-1908(O)), 6 (6), 767-771, AI Publications, https://dx.doi.org/10.22161/ijaers.6.6.89
[6] Yadav, G., & Jamle, S. (2020). Opening Effect of Core Type Shear Wall Used in Multistoried Structures: A Technical Approach in Structural Engineering. International Journal of Advanced Engineering Research and Science, 7(3).
[7] Chawla S., Jamle, S., Meshram K. (2020),"A Review on Economical Design of Intz Water Tank as per IS-875-III, for Wind Speed in India",International Journal of Advanced Engineering Research and Science, (ISSN: 2456-1908 (O), 2349-6495(P)), 7 (1). 147151. https://dx.doi.org/10.22161/ijaers.71.19
[8] Mandiwal P., Jamle S., (2019), “Tensile Strength & Durability Study on Self-Curing Concrete as a Partial Replacement of Cement by PEG-400”, International Journal for Research in Engineering Application & Management, (ISSN : 2454-9150), 4 (10). 244-248, doi: 10.18231/2454-9150.2018.1314
[9] Dangi A., Jamle S., (2019), Stability Enhancement of Optimum Outriggers and Belt Truss Structural System", International Research Journal of Engineering and Technology, (ISSN: 2395-0072(P), 2395-0056(O) 6 (2). 772-780.
[10] Chaurasiya S., Jamle S. (2019), “Twin Tower High Rise Building Subjected To Seismic Loading: A Review". International Journal of Advanced Engineering Research and Science (ISSN : 2349-6495(P) | 2456-1908(O)), 6 (4) 324-328, AI Publications, https://dx.doi.org/10.22161/ijaers.6.4.38
[11] Vishwakarma A., Maru S. (2019). “Assessment on Human Comfort Criteria of Tall Building under Dynamic Wind Loading” International Journal of Innovative Technology and Exploring Engineering (IJITEE) ISSN: 2278-3075, 9 (2), 2265-2273.DOI: 10.35940/ijitee.B6688.129219
[12] Mariyam, S. J. (2019). A Technical Approach to Flat Slab Multistorey Building under Wind Speed of 39 m/s. International Research Journal of Engineering and Technology,(ISSN: 2395-0072 (P), 2395-0056 (O)), 6(5), 7629-7636. [13] Mariyam, S. J., (2019), "Wind Analysis over Multistorey Building Having Flat Slab-Shear Wall Interaction: A Review", International Journal of Advanced Engineering Research and Science, (ISSN: 2349-6495(P), 2456-1908(O)), 6 (5). 340-344, AI Publications, https://dx.doi.org/10.22161/ijaers.6.5.45
[14] Malviya S., Jamle, S, (2019) ,“Determination of Optimum Location of Rooftop Telecommunication Tower over Multistory Building under Seismic Loading”, International Journal of Advanced Engineering Research and Science(ISSN : 2349-6495(P) | 2456-1908(O)), 6 (2) 65-73, AI Publications, https://dx.doi.org/10.22161/ijaers.6.2.9
[15] Joshi Y., Jamle S, Meshram K., (2019), "Dynamic Analysis of Dual Structural System", International Journal of Research and Analytical Reviews, (ISSN: 2348-1269 (O), 2349-5138 (P)), 6(2) 518-523.
[16] Patel Neeraj, Jamle Sagar, (2019), “Use of Shear Wall Belt at Optimum Height to Increase Lateral Load Handling Capacity in Multistory Building: A Review”, International Journal of Advanced Engineering Research and Science, (ISSN : 2349-6495(P) | 2456-1908(O)), 6(4), 310-314, AI Publications, https://dx.doi.org/10.22161/ijaers.6.4.36
[17] Chaurasiya S., Jamle S., (2018), “Determination of Efficient Twin Tower High Rise Building Subjected to Seismic Loading”, International Journal of Current Engineering and Technology, INPRESSCO, E-ISSN 2277 – 4106, P-ISSN 2347 – 5161, 8(5) 1200 – 1203, DOI: https://doi.org/10.14741/ijcet/v.8.5.1
[18] Dangi A., Jamle S., (2018), "Determination of Seismic parameters of R.C.C. Building Using Shear Core Outrigger, Wall Belt and Truss Belt Systems", International Journal of Advanced Engineering Research and Science, (ISSN : 2349-6495(P) | 2456-1908(O)), 5(9) .305-309 AI Publications, https://dx.doi.org/10.22161/ijaers.5.9.36
[19] Patel R., Jamle, S. (2019), “Analysis and Design of Box Culvert: A Review”, International Journal for Research in Engineering Application & Management, (ISSN: 2454-9150), 5(1) 266-270, doi: 10.18231/2454-9150.2019.0309
[20] Patel R., Jamle, S. (2019), “Analysis and Design of Box Culvert: A Manual Approach”, International Journal of Advanced Engineering Research and Science(ISSN : 2349-6495(P) | 2456-1908(O)), 6(3) 286-291, AI Publications, https://dx.doi.org/10.22161/ijaers.6.3.37
[21] Tanwar S Vasu, Verma, M. P. Jamle S, (2018), “Analytic Study of Box Culvert to Reduce Bending Moment and Displacement Values”, International Journal of Current Engineering and Technology, IJCET, 8(3), 762-764, DOI: https://doi.org/10.14741/ijcet/v.8.3.33
[22] Thakur S., Khalotiya D., Choudhary M. 2019Effect of Steel Bracings on RC Framed Structure: A review” International Journal of Management, Technology And Engineering ISSN NO : 2249-7455, 9(7), JULY/
[23] JamleSagar,. Verma M.P Dr., Dhakad Vinay, (2017), “Flat Slab Shear Wall Interaction for Multistoried Building under Seismic Forces”, International Journal of Software & Hardware Research in Engineering (IJSHRE), ISSN: 2347-4890 -05, -3, 14-31.
[24] Yadav Pradeep, Khalotiya Dimple (2019) Seismic Performance of Geometric Vertical Irregular Flat Slab Multistoried Building in different Earthquake Zone: A Conceptual Review International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056 ,Volume: 06 : 06 | June 2019 www.irjet.net p-ISSN: 2395-0072.
[25] Joshi A., Khalotiya D. (et.al.) (2019) Seismic Resistant Multi-Storied Rcc Building on an Inclined Ground with Different Angles.International Journal of Management, Technology and Engineering 9(7), JULY/2019ISSN NO: 2249-7455.
[26] Gaur Abhishek, Pal Ankit (2019) Parametric Study of RC Deck Slab Bridge with Varying Thickness: Technical Paper, International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056, 06 ( 06)
[27] Giri M., Jamle, S. (2019) "A Review on Response Spectrum Analysis over Flat Slab-Shear Wall Interface", International Research Journal of Engineering and Technology, (ISSN: 2395-0072(P), 2395-0056(O)), 6(5) 5173-5177.
[28] Jayarajan P, Kouzer K.M,(2015)”Analysis of Piled Raft Foundations” Indian Journal of Science, pp
https://dx.doi.org/10.22161/ijaers.6.6.23
[29] Devi Manjula B., Chore H.S, Sawant V.A., Analysis of Laterally loaded Pile Groups Iosr Journal of Civil Engineering (IOSR-JMCE) ISSN: 2278-0661, 60-64.
[30] Meshram K. (2016), "Swelling behavior of expansive soil reinforced with granular pile", Ph.D. thesis, Department of Civil Engineering, Maulana Azad National Institute of Technology, Bhopal (M.P.).
[31] Panchal M.kushal, Rangari M sunil( 2019) Dynamic Analysis and Comparative Study of Three Piles and Four Piles” Journal for Research , 05(1) 1-13.
[32] Panchal, K.M., Rangari, Sunil M, (2018). “Dynamic Analysis of Laterally Loaded Piles in Group “International Journal of Engineering Science Invention (IJESI) ISSN 2319 – 6734, 7 (6) 80-92.
[33] Shen-Kun Yu, Zhi Zhang, and Honghua Zhao (2016)” The Influence of Pile Cap to p-y Curves under Lateral Loads” 136-143.
[34] Castelli, F., & Maugeri, M. (2009). Simplified approach for the seismic response of a pile foundation. Journal of Geotechnical and Geoenvironmental Engineering, 135(10), 1440-1451.
[35] Suneetha D. V. Prasad S. V., (2017) “Design of Pile Foundation in Black Cotton Soil” IJIRST–International Journal for Innovative Research in Science &Technology, 4(1), 91-96.
[36] Hemlatha, K., Reddy, K. Sai K., (2017)” Comparison of vertical settlement a multi Storied Building in differen foundation of various soil” International Journal of Civil Engineering and Technology (IJCIET) 8(1), 748–755.
[37] Kanakeswararao, T., Ganesh B. (2017)” Analysis of Pile Foundation Subjected to Lateral and Vertical Loads” International Journal of Engineering Trends and Technology (IJETT) 46 (2) 113-127.
[38] K.S Sreeshna, (2016) “Analysis and Design of an Apartment building “IJISET – International Journal of Innovative Science, Engineering & Technology, 3(3), 456-479.
[39] Khari, M., Kassim, K. A., & Adnan, A. (2014). Development of curves of laterally loaded piles in cohesionless soil. The Scientific World Journal, 2014.
[40] Cairo, R., & Chidichimo, A. (2011). Nonlinear analysis for pile kinematic response. Santiago, 10, 13.
[41] Bhattacharya S., Madabhushi S. P. G.,(2008)” A critical review of methods for pile design in seismically liquefiable soils”Bull Earthquake Enggpp 407-447.
[42] Juirnarongrit T. and Ashford, S. A. (2004, August). Analyses of pile responses based on results from full-scale lateral spreading test: tokachi blast experiment. In Proceedings of 13th World Conference on Earthquake Engineering, Vancouver, Canada, August 1 (Vol. 6).
[2] Malviya, R., Jamle, S., & Meshram, K. (2020). Examination on Increasing Stability of Multistoried Building: A Theoretical Review. International Journal of Advanced Engineering Research and Science, 7(1). .https://dx.doi.org/10.22161/ijaers.71.22
[3] Thakre, P., Jamle, S., & Meshram, K. (2020). Opening Area Effect of Shear Wall in Multistorey Building under Seismic Loading. International Journal of Advanced Engineering Research and Science, 7(2). https://dx.doi.org/10.22161/ijaers.72.17
[4] Lahori, M. A., & Jamle, S. Investigation of Seismic Parameters of RC Building on Sloping Ground. International Journal of Advanced Engineering Research and Science, 5(8). https://dx.doi.org/10.22161/ijaers.5.8.35
[5] Taha A. Ansari, Jamle, S., (2019),“ Performance Based Analysis of RC Buildings with Underground Storey Considering Soil Structure Interaction”, International Journal of Advanced Engineering Research and Science (ISSN: 2349-6495(P) | 2456-1908(O)), 6 (6), 767-771, AI Publications, https://dx.doi.org/10.22161/ijaers.6.6.89
[6] Yadav, G., & Jamle, S. (2020). Opening Effect of Core Type Shear Wall Used in Multistoried Structures: A Technical Approach in Structural Engineering. International Journal of Advanced Engineering Research and Science, 7(3).
[7] Chawla S., Jamle, S., Meshram K. (2020),"A Review on Economical Design of Intz Water Tank as per IS-875-III, for Wind Speed in India",International Journal of Advanced Engineering Research and Science, (ISSN: 2456-1908 (O), 2349-6495(P)), 7 (1). 147151. https://dx.doi.org/10.22161/ijaers.71.19
[8] Mandiwal P., Jamle S., (2019), “Tensile Strength & Durability Study on Self-Curing Concrete as a Partial Replacement of Cement by PEG-400”, International Journal for Research in Engineering Application & Management, (ISSN : 2454-9150), 4 (10). 244-248, doi: 10.18231/2454-9150.2018.1314
[9] Dangi A., Jamle S., (2019), Stability Enhancement of Optimum Outriggers and Belt Truss Structural System", International Research Journal of Engineering and Technology, (ISSN: 2395-0072(P), 2395-0056(O) 6 (2). 772-780.
[10] Chaurasiya S., Jamle S. (2019), “Twin Tower High Rise Building Subjected To Seismic Loading: A Review". International Journal of Advanced Engineering Research and Science (ISSN : 2349-6495(P) | 2456-1908(O)), 6 (4) 324-328, AI Publications, https://dx.doi.org/10.22161/ijaers.6.4.38
[11] Vishwakarma A., Maru S. (2019). “Assessment on Human Comfort Criteria of Tall Building under Dynamic Wind Loading” International Journal of Innovative Technology and Exploring Engineering (IJITEE) ISSN: 2278-3075, 9 (2), 2265-2273.DOI: 10.35940/ijitee.B6688.129219
[12] Mariyam, S. J. (2019). A Technical Approach to Flat Slab Multistorey Building under Wind Speed of 39 m/s. International Research Journal of Engineering and Technology,(ISSN: 2395-0072 (P), 2395-0056 (O)), 6(5), 7629-7636. [13] Mariyam, S. J., (2019), "Wind Analysis over Multistorey Building Having Flat Slab-Shear Wall Interaction: A Review", International Journal of Advanced Engineering Research and Science, (ISSN: 2349-6495(P), 2456-1908(O)), 6 (5). 340-344, AI Publications, https://dx.doi.org/10.22161/ijaers.6.5.45
[14] Malviya S., Jamle, S, (2019) ,“Determination of Optimum Location of Rooftop Telecommunication Tower over Multistory Building under Seismic Loading”, International Journal of Advanced Engineering Research and Science(ISSN : 2349-6495(P) | 2456-1908(O)), 6 (2) 65-73, AI Publications, https://dx.doi.org/10.22161/ijaers.6.2.9
[15] Joshi Y., Jamle S, Meshram K., (2019), "Dynamic Analysis of Dual Structural System", International Journal of Research and Analytical Reviews, (ISSN: 2348-1269 (O), 2349-5138 (P)), 6(2) 518-523.
[16] Patel Neeraj, Jamle Sagar, (2019), “Use of Shear Wall Belt at Optimum Height to Increase Lateral Load Handling Capacity in Multistory Building: A Review”, International Journal of Advanced Engineering Research and Science, (ISSN : 2349-6495(P) | 2456-1908(O)), 6(4), 310-314, AI Publications, https://dx.doi.org/10.22161/ijaers.6.4.36
[17] Chaurasiya S., Jamle S., (2018), “Determination of Efficient Twin Tower High Rise Building Subjected to Seismic Loading”, International Journal of Current Engineering and Technology, INPRESSCO, E-ISSN 2277 – 4106, P-ISSN 2347 – 5161, 8(5) 1200 – 1203, DOI: https://doi.org/10.14741/ijcet/v.8.5.1
[18] Dangi A., Jamle S., (2018), "Determination of Seismic parameters of R.C.C. Building Using Shear Core Outrigger, Wall Belt and Truss Belt Systems", International Journal of Advanced Engineering Research and Science, (ISSN : 2349-6495(P) | 2456-1908(O)), 5(9) .305-309 AI Publications, https://dx.doi.org/10.22161/ijaers.5.9.36
[19] Patel R., Jamle, S. (2019), “Analysis and Design of Box Culvert: A Review”, International Journal for Research in Engineering Application & Management, (ISSN: 2454-9150), 5(1) 266-270, doi: 10.18231/2454-9150.2019.0309
[20] Patel R., Jamle, S. (2019), “Analysis and Design of Box Culvert: A Manual Approach”, International Journal of Advanced Engineering Research and Science(ISSN : 2349-6495(P) | 2456-1908(O)), 6(3) 286-291, AI Publications, https://dx.doi.org/10.22161/ijaers.6.3.37
[21] Tanwar S Vasu, Verma, M. P. Jamle S, (2018), “Analytic Study of Box Culvert to Reduce Bending Moment and Displacement Values”, International Journal of Current Engineering and Technology, IJCET, 8(3), 762-764, DOI: https://doi.org/10.14741/ijcet/v.8.3.33
[22] Thakur S., Khalotiya D., Choudhary M. 2019Effect of Steel Bracings on RC Framed Structure: A review” International Journal of Management, Technology And Engineering ISSN NO : 2249-7455, 9(7), JULY/
[23] JamleSagar,. Verma M.P Dr., Dhakad Vinay, (2017), “Flat Slab Shear Wall Interaction for Multistoried Building under Seismic Forces”, International Journal of Software & Hardware Research in Engineering (IJSHRE), ISSN: 2347-4890 -05, -3, 14-31.
[24] Yadav Pradeep, Khalotiya Dimple (2019) Seismic Performance of Geometric Vertical Irregular Flat Slab Multistoried Building in different Earthquake Zone: A Conceptual Review International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056 ,Volume: 06 : 06 | June 2019 www.irjet.net p-ISSN: 2395-0072.
[25] Joshi A., Khalotiya D. (et.al.) (2019) Seismic Resistant Multi-Storied Rcc Building on an Inclined Ground with Different Angles.International Journal of Management, Technology and Engineering 9(7), JULY/2019ISSN NO: 2249-7455.
[26] Gaur Abhishek, Pal Ankit (2019) Parametric Study of RC Deck Slab Bridge with Varying Thickness: Technical Paper, International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056, 06 ( 06)
[27] Giri M., Jamle, S. (2019) "A Review on Response Spectrum Analysis over Flat Slab-Shear Wall Interface", International Research Journal of Engineering and Technology, (ISSN: 2395-0072(P), 2395-0056(O)), 6(5) 5173-5177.
[28] Jayarajan P, Kouzer K.M,(2015)”Analysis of Piled Raft Foundations” Indian Journal of Science, pp
https://dx.doi.org/10.22161/ijaers.6.6.23
[29] Devi Manjula B., Chore H.S, Sawant V.A., Analysis of Laterally loaded Pile Groups Iosr Journal of Civil Engineering (IOSR-JMCE) ISSN: 2278-0661, 60-64.
[30] Meshram K. (2016), "Swelling behavior of expansive soil reinforced with granular pile", Ph.D. thesis, Department of Civil Engineering, Maulana Azad National Institute of Technology, Bhopal (M.P.).
[31] Panchal M.kushal, Rangari M sunil( 2019) Dynamic Analysis and Comparative Study of Three Piles and Four Piles” Journal for Research , 05(1) 1-13.
[32] Panchal, K.M., Rangari, Sunil M, (2018). “Dynamic Analysis of Laterally Loaded Piles in Group “International Journal of Engineering Science Invention (IJESI) ISSN 2319 – 6734, 7 (6) 80-92.
[33] Shen-Kun Yu, Zhi Zhang, and Honghua Zhao (2016)” The Influence of Pile Cap to p-y Curves under Lateral Loads” 136-143.
[34] Castelli, F., & Maugeri, M. (2009). Simplified approach for the seismic response of a pile foundation. Journal of Geotechnical and Geoenvironmental Engineering, 135(10), 1440-1451.
[35] Suneetha D. V. Prasad S. V., (2017) “Design of Pile Foundation in Black Cotton Soil” IJIRST–International Journal for Innovative Research in Science &Technology, 4(1), 91-96.
[36] Hemlatha, K., Reddy, K. Sai K., (2017)” Comparison of vertical settlement a multi Storied Building in differen foundation of various soil” International Journal of Civil Engineering and Technology (IJCIET) 8(1), 748–755.
[37] Kanakeswararao, T., Ganesh B. (2017)” Analysis of Pile Foundation Subjected to Lateral and Vertical Loads” International Journal of Engineering Trends and Technology (IJETT) 46 (2) 113-127.
[38] K.S Sreeshna, (2016) “Analysis and Design of an Apartment building “IJISET – International Journal of Innovative Science, Engineering & Technology, 3(3), 456-479.
[39] Khari, M., Kassim, K. A., & Adnan, A. (2014). Development of curves of laterally loaded piles in cohesionless soil. The Scientific World Journal, 2014.
[40] Cairo, R., & Chidichimo, A. (2011). Nonlinear analysis for pile kinematic response. Santiago, 10, 13.
[41] Bhattacharya S., Madabhushi S. P. G.,(2008)” A critical review of methods for pile design in seismically liquefiable soils”Bull Earthquake Enggpp 407-447.
[42] Juirnarongrit T. and Ashford, S. A. (2004, August). Analyses of pile responses based on results from full-scale lateral spreading test: tokachi blast experiment. In Proceedings of 13th World Conference on Earthquake Engineering, Vancouver, Canada, August 1 (Vol. 6).
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Published
2020-07-17
How to Cite
Khalotiya, D., Jajoriya, M., & Vishwakarma, A. (2020). Seismic Analysis of Pile Group with Different Variations in Dimensions and Parameters. CSVTU Research Journal, 9(01), 42–48. https://doi.org/10.30732/RJET.20200901006
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