MUSTAFA LAMAN

Cited by

	All	Since 2019
Citations	1502	784
h-index	18	16
i10-index	35	19

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Co-authors

Azim YILDIZVerified email at cu.edu.tr
MURAT ÖRNEKİskenderun Teknik Üniversitesi, Müh. ve Doğa Bil.Fakültesi, İnşaat MühendisliğiVerified email at iste.edu.tr
Mehmet Salih KeskinDicle Üniversitesi, Prof. Dr., Dicle ÜniversitesiVerified email at dicle.edu.tr
Ahmet DemirCukurova UniversityVerified email at cu.edu.tr
Erdal uncuoğluErciyes üniversitesiVerified email at erciyes.edu.tr
selçuk bildikNisantasi UniversityVerified email at nisantasi.edu.tr
gizem mısırİnşaat Mühendisliği, Karamanoğlu Mehmetbey ÜniVerified email at kmu.edu.tr
Hasan ÇetinJeoloji Mühendisliği Profesörü, Çukurova ÜniversitesiVerified email at cu.edu.tr
Buse EmirlerCivil Engineering, Cukurova UniversityVerified email at cu.edu.tr
Mustafa TolunAdana Science and Technology UniversityVerified email at atu.edu.tr
Baran TOsmaniye Korkut Ata UniversityVerified email at osmaniye.edu.tr
Muhannad T .SuleimanProfessor of Civil Engineering, Lehigh UniversityVerified email at lehigh.edu
ahmet alper Onerinşaat mühendisliği profesör, erciyes üniversitesiVerified email at erciyes.edu.tr
Hatice ÇıtakoğluErciyes UniversityVerified email at erciyes.edu.tr
levent latifoğluErciyes UniversityVerified email at erciyes.edu.tr
Mucella İlkentaparErciyes üniversitesiVerified email at erciyes.edu.tr
Savaş BayramErciyes UniversityVerified email at erciyes.edu.tr
Talha SARICIİnönü UniversityVerified email at inonu.edu.tr
Bahadir OKDepartment of civil engineering, Adana Alparslan Türkeş Science and Technology UniversityVerified email at atu.edu.tr
Ferhat OzcepProfessor of Geophysics, Istanbul University-CerrahpasaVerified email at istanbul.edu.tr

MUSTAFA LAMAN

Professor

Verified email at performgeo.com

Geotechnics Numerical Analysis Soil Improvement


Title Sort by citations Sort by year Sort by title	Cited by Cited by	Year
Uplift response of strip anchors in cohesionless soil EA Dickin, M Laman Advances in engineering software 38 (8-9), 618-625, 2007	143	2007
Settlement and slaking problems in the world's fourth largest rock-fill dam, the Ataturk Dam in Turkey H Cetin, M Laman, A Ertunc Engineering geology 56 (3-4), 225-242, 2000	124	2000
Model studies of bearing capacity of strip footing on sand slope M Salih Keskin, M Laman KSCE Journal of Civil Engineering 17, 699-711, 2013	116	2013
Prediction of bearing capacity of circular footings on soft clay stabilized with granular soil M Ornek, M Laman, A Demir, A Yildiz Soils and Foundations 52 (1), 69-80, 2012	106	2012
Large scale field tests on geogrid-reinforced granular fill underlain by clay soil A Demir, M Laman, A Yildiz, M Ornek Geotextiles and Geomembranes 38, 1-15, 2013	105	2013
Experimental and numerical analyses of circular footing on geogrid-reinforced granular fill underlain by soft clay A Demir, A Yildiz, M Laman, M Ornek Acta Geotechnica 9, 711-723, 2014	87	2014
Model studies of ring foundations on geogrid-reinforced sand M Laman, A Yildiz Geosynthetics International 10 (5), 142-152, 2003	72	2003
Numerical studies of ring foundations on geogrid-reinforced sand M Laman, A Yildiz Geosynthetics International 14 (2), 52-64, 2007	71	2007
Comparison of neural network, Gaussian regression, support vector machine, long short-term memory, multi-gene genetic programming, and M5 Trees methods for solving civil … E Uncuoglu, H Citakoglu, L Latifoglu, S Bayram, M Laman, M Ilkentapar, ... Applied Soft Computing 129, 109623, 2022	48	2022
Numerical analysis of circular footings on natural clay stabilized with a granular fill M Ornek, M Laman, A Demir, A Yildiz Acta geotechnica slovenica 9 (1), 61-75, 2012	42	2012
Lateral resistance of a short rigid pile in a two-layer cohesionless soil E Uncuoğlu, M Laman Acta Geotechnica Slovenica 2, 19-43, 2011	40	2011
Experimental and numerical studies of strip footings on geogrid-reinforced sand slope MS Keskin, M Laman Arabian Journal for Science and Engineering 39, 1607-1619, 2014	35	2014
Three-dimensional finite element studies of the moment-carrying capacity of short pier foundations in cohesionless soil M Laman, GJW King, EA Dickin Computers and Geotechnics 25 (3), 141-155, 1999	33	1999
Effect of geogrid reinforcement on soil-structure–pipe interaction in terms of bearing capacity, settlement and stress distribution S Bildik, M Laman Geotextiles and Geomembranes 48 (6), 844-853, 2020	25	2020
Prediction of lateral effective stresses in sand using artificial neural network E Uncuoglu, M Laman, A Saglamer, HB Kara Soils and Foundations 48 (2), 141-153, 2008	23	2008
Moment response of short rectangular piers in sand EA Dickin, M Laman Computers & structures 81 (30-31), 2717-2729, 2003	23	2003
Experimental investigation of soil—structure—pipe interaction S Bildik, M Laman KSCE Journal of Civil Engineering 23 (9), 3753-3763, 2019	20	2019
The moment carrying capacity of short pier foundations in clay M Laman PQDT-UK & Ireland, 1995	18	1995
Experimental investigation of the uplift capacity of group anchor plates embedded in sand B Emirler, M Tolun, M Laman Geomechanics and Engineering 11 (5), 691-711, 2016	17	2016
Experimental investigation of the effects of pipe location on the bearing capacity S Bildik, M Laman Geomech. Eng 8 (2), 221-235, 2015	17	2015

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