Ultimate loads for eccentrically loaded model shallow strip footings on geotextile-reinforced sand E Sadoglu, E Cure, B Moroglu, BA Uzuner Geotextiles and Geomembranes 27 (3), 176-182, 2009 | 73 | 2009 |
Bearing capacity of eccentrically loaded strip footings close to geotextile-reinforced sand slope E Turker, E Sadoglu, E Cure, BA Uzuner Canadian Geotechnical Journal 51 (8), 884-895, 2014 | 62 | 2014 |
Classification, shear strength, and durability of expansive clayey soil stabilized with lime and perlite U Calik, E Sadoglu Natural hazards 71, 1289-1303, 2014 | 58 | 2014 |
Soil stabilization with using waste materials against freezing thawing effect F Yilmaz, H Kamiloğlu, E Şadoğlu Acta Physica Polonica A 128 (2B), 2015 | 33 | 2015 |
Engineering properties of expansive clayey soil stabilized with lime and perlite U Calik1a, E Sadoglu | 31 | 2014 |
Experimental and theoretical investigation of short-and long-heel cases of cantilever retaining walls in active state H Alper Kamiloğlu, E Sadoğlu International Journal of Geomechanics 19 (5), 04019023, 2019 | 25 | 2019 |
Numerical analysis of centrally and eccentrically loaded strip footing on geotextile-reinforced sand E Şadoğlu Geosynthetics International 22 (3), 225-234, 2015 | 23 | 2015 |
Dynamic properties of sand-bitumen mixtures as a geotechnical seismic isolation material A Kuvat, E Sadoglu Soil Dynamics and Earthquake Engineering 132, 106043, 2020 | 21 | 2020 |
Active earth thrust theory for horizontal granular backfill on a cantilever wall with a short heel HA Kamiloğlu, E Şadoğlu International Journal of Geomechanics 17 (8), 04017018, 2017 | 21 | 2017 |
Behaviour of the model surface strip footing on reinforced sand B Moroglu, BA Uzuner, E Sadoglu CSIR, 2005 | 17 | 2005 |
Decrease trends of ultimate loads of eccentrically loaded model strip footings close to a slope E Cure, E Sadoglu, E Turker, BA Uzuner Geomechanics and Engineering 6 (5), 469-485, 2014 | 15 | 2014 |
Design optimization for symmetrical gravity retaining walls E Sadoğlu Acta Geotechnica Slovenica 11 (2), 71-79, 2014 | 13 | 2014 |
A method for active seismic earth thrusts of granular backfill acting on cantilever retaining walls HA Kamiloğlu, E Şadoğlu Soils and Foundations 59 (2), 419-432, 2019 | 12 | 2019 |
Experimental and numerical investigation for vertical stress increments of model piled raft foundation in sandy soil B Ateş, E Şadoglu Iranian Journal of Science and Technology, Transactions of Civil Engineering …, 2022 | 9 | 2022 |
Experimental and numerical investigation of load sharing ratio for piled raft foundation in granular soils B Ateş, E Şadoğlu KSCE Journal of Civil Engineering 26 (4), 1662-1673, 2022 | 8 | 2022 |
Experimental investigation of optimum piles spacing for piled raft foundation in sandy soils B Ates, E ŞADOĞLU Teknik Dergi 32 (1), 2021 | 7 | 2021 |
Evaluation of the effect of waste zeolite on the strength and micro-macrostructure of a high plasticity clayey soil stabilized with lime-waste zeolite mixtures subjected to … F Yılmaz, E Sadoğlu, HA Kamiloğlu Arabian Journal of Geosciences 15 (6), 480, 2022 | 6 | 2022 |
Kum zeminlerdeki kazıklı radye temellerin optimum kazık aralığının deneysel olarak incelenmesi A Bayram, E ŞADOĞLU Teknik Dergi 32 (1), 10477-10494, 2021 | 6 | 2021 |
Numerical analysis of active earth pressures on inverted T Type and semi-gravity walls HA Kamiloğlu, E Şadoğlu, F Yılmaz 3rd International Conference on Advanced Engineering Technologies, 19-21, 2019 | 5 | 2019 |
Seismic performance of a building base-isolated by TFP susceptible to pound with a surrounding moat wall AS Movahhed, S Zardari, E Şadoğlu Earthq. Struct 23, 723-736, 2022 | 4 | 2022 |