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http://dx.doi.org/10.12989/gae.2020.20.2.087

Evaluating the impacts of using piles and geosynthetics in reducing the settlement of fine-grained soils under static load  

Shariati, Mahdi (Division of Computational Mathematics and Engineering, Institute for Computational Science, Ton Duc Thang University)
Azar, Sadaf Mahmoudi (Department of Civil Engineering, Tabriz Branch, Islamic Azad University)
Arjomand, Mohammad-Ali (Faculty of Civil Engineering, Shahid Rajaee Teacher Training University)
Tehrani, Hesam Salmani (School of Civil Engineering, College of Engineering, University of Tehran)
Daei, Mojtaba (Faculty of Civil Engineering, University of Tabriz)
Safa, Maryam (Institute of Research and Development, Duy Tan University)
Publication Information
Geomechanics and Engineering / v.20, no.2, 2020 , pp. 87-101 More about this Journal
Abstract
The construction of combined pile-raft foundations is considered as the main option in designing foundations in high-rise buildings, especially in soils close to the ground surface which do not have sufficient bearing capacity to withstand building loads. This paper deals with the geotechnical report of the Northern Fereshteh area of Tabriz, Iran, and compares the characteristics of the single pile foundation with the two foundations of pile group and geogrid. Besides, we investigate the effects of five principal parameters including pile diameter and length, the number of geogrid layers, the depth of groundwater level, and pore water pressure on vertical consolidation settlement and pore water pressure changes over a year. This study assessed the mechanism of the failure of the soil under the foundation using numerical analysis as well. Numerical analysis was performed using the two-dimensional finite element PLAXIS software. The results of fifty-four models indicate that the diameter of the pile tip, either as a pile group or as a single pile, did not have a significant effect on the reduction of the consolidation settlement in the soil in the Northern Fereshteh Street region. The optimum length for the pile in the Northern Fereshteh area is 12 meters, which is economically feasible. In addition, the construction of four-layered ten-meter-long geogrids at intervals of 1 meter beneath the deep foundation had a significant preventive impact on the consolidation settlement in clayey soils.
Keywords
consolidation settlement; deep foundation; geogrid; pile; pile group; PLAXIS;
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Times Cited By KSCI : 57  (Citation Analysis)
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83 Mohammadhassani, M., Suhatril, M., Shariati, M. and Ghanbari, F. (2014c), "Ductility and strength assessment of HSC beams with varying of tensile reinforcement ratios", Struct. Eng. Mech., 48(6), 833-848. http://doi.org/10.12989/sem.2013.48.6.833.   DOI
84 Mortazavi, M., Sharafi, P., Kildashti, K. and Samali, B. (2020), "Prefabricated hybrid steel wall panels for mid-rise construction in seismic regions", J. Build. Eng., 27, 100942. https://doi.org/10.1016/j.jobe.2019.100942.   DOI
85 Shi, X., Jaryani, P., Amiri, A., Rahimi, A. and Malekshah, E.H. (2019b), "Heat transfer and nanofluid flow of free convection in a quarter cylinder channel considering nanoparticle shape effect", Powder Technol., 346, 160-170. http://doi.org/10.1016/j.powtec.2018.12.071.   DOI
86 Nasrollahi, S., Maleki, S., Shariati, M., Marto, A. and Khorami, M. (2018), "Investigation of pipe shear connectors using push out test", Steel Compos. Struct., 27(5), 537-543. https://doi.org/10.12989/scs.2018.27.5.537.   DOI
87 Nosrati, A., Zandi, Y., Shariati, M., Khademi, K., Darvishnezhad Aliabad, M., Marto, A., Abdullahi, M.A.M., Ghanbari Ebadollah, Mahdizadeh M.B., Shariati, A. and Khorami, M. (2018), "Structure of Portland cement and its major oxides and fineness", Smart Struct. Syst., 22(4), 425-432. http://doi.org/10.12989/sss.2018.22.4.425   DOI
88 Shariati, M., Trung, N.T., Wakil, K., Mehrabi, P., Safa, M. and Khorami, M. (2019e), "Moment-rotation estimation of steel rack connection using extreme learning machine", Steel Compos. Struct., 31(5), 427-435. https://doi.org/10.12989/scs.2019.31.5.427.   DOI
89 Sharma, R., Chen, Q., Abu-Farsakh, M. and Yoon, S. (2009), "Analytical modeling of geogrid reinforced soil foundation", Geotext. Geomembr., 27(1), 63.   DOI
90 Shi, X., Hassanzadeh-Aghdam, M. and Ansari, R. (2019a), "Viscoelastic analysis of silica nanoparticle-polymer nanocomposites", Compos. Part B Eng., 158, 169-178. https://doi.org/10.1016/j.compositesb.2018.09.084.   DOI
91 Sinaei, H., Jumaat, M. Z. and Shariati, M. (2011), "Numerical investigation on exterior reinforced concrete Beam-Column joint strengthened by composite fiber reinforced polymer (CFRP)", Int. J. Phys. Sci., 6(28), 6572-6579. http://doi.org/10.5897/IJPS11.1225
92 Sinaei, H., Shariati, M., Abna, A. H., Aghaei, M. and Shariati, A. (2012), "Evaluation of reinforced concrete beam behaviour using finite element analysis by ABAQUS", Sci. Res. Essays, 7(21), 2002-2009. http://doi.org/10.5897/SRE11.1393.
93 Skempton, A.W. and Bjerrum, L. (1957), "A contribution to the settlement analysis of foundations on clay", Geotechnique 7(4), 168-178. https://doi.org/10.1680/geot.1957.7.4.168.   DOI
94 Shariati, M., Toghroli, A., Jalali, A. and Ibrahim, Z. (2017), "Assessment of stiffened angle shear connector under monotonic and fully reversed cyclic loading", Proceedings of the 5th International Conference on Advances in Civil, Structural and Mechanical Engineering - CSM 2017, Zurich, Switzerland.