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1 Metaheuristic models for the prediction of bearing capacity of pile foundation
Kumar, Manish;Biswas, Rahul;Kumar, Divesh Ranjan;T., Pradeep;Samui, Pijush; / Techno-Press , v.31, no.2, pp.129-147,
2 Utilization of ladle furnace slag from a steelwork for stabilization of soil cement
Ayawanna, Jiratchaya;Kingnoi, Namthip;Sukchaisit, Ochakkraphat;Chaiyaput, Salisa; / Techno-Press , v.31, no.2, pp.149-158,
3 A viscoelastic-micropolar solid with voids and microtemperatures under the effect of the gravity field
Said, Samia M.; / Techno-Press , v.31, no.2, pp.159-166,
4 Influence of grain size ratio and silt content on the liquefaction potentials of silty sands
Sonmezer, Yetis Bulent;Kayabali, Kamil;Beyaz, Turgay;Fener, Mustafa; / Techno-Press , v.31, no.2, pp.167-181,
5 Seismic behavior of the shallow clayey basins subjected to obliquely incident wave
Khanbabazadeh, Hadi;Iyisan, Recep;Ozaslan, Bilal; / Techno-Press , v.31, no.2, pp.183-195,
6 Calculation method for settlement of micropile installed in rock layers through field tests
Hwang, TaeHyun;Cho, JungMin;Lee, YeongSaeng; / Techno-Press , v.31, no.2, pp.197-208,
7 Effect of soil condition on the coefficient of lateral earth pressure inside an open-ended pipe pile
Ko, Junyoung;Jeong, Sangseom;Seo, Hoyoung; / Techno-Press , v.31, no.2, pp.209-222,
8 Bearing capacity of strip footings on unsaturated soils under combined loading using LEM
Afsharpour, Siavash;Payan, Meghdad;Chenari, Reza Jamshidi;Ahmadi, Hadi;Fathipour, Hessam; / Techno-Press , v.31, no.2, pp.223-235,