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| 1 |
Localized deformation in sands and glass beads subjected to plane strain compressions
Zhuang, Li;Nakata, Yukio;Lee, In-Mo;
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Techno-Press
, v.5, no.6, pp.499-517,
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| 2 |
Optimum pile arrangement in piled raft foundation by using simplified settlement analysis and adaptive step-length algorithm
Nakanishi, Keiji;Takewaki, Izuru;
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Techno-Press
, v.5, no.6, pp.519-540,
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| 3 |
The use of neural networks for the prediction of the settlement of pad footings on cohesionless soils based on standard penetration test
Erzin, Yusuf;Gul, T. Oktay;
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Techno-Press
, v.5, no.6, pp.541-564,
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| 4 |
Using cement dust to reduce swelling of expansive soil
AlZubaidi, Raddi M.;AlRawi, Kawkab H.;AlFalahi, Ahmed J.;
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Techno-Press
, v.5, no.6, pp.565-574,
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| 5 |
Strength and compressibility characteristics of peat stabilized with sand columns
Jorat, M. Ehsan;Kreiter, Stefan;Morz, Tobias;Moon, Vicki;de Lange, Willem;
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Techno-Press
, v.5, no.6, pp.575-594,
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| 6 |
3D numerical model for wave-induced seabed response around breakwater heads
Zhao, H.Y.;Jeng, D.S.;Zhang, Y.;Zhang, J.S.;Zhang, H.J.;Zhang, C.;
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Techno-Press
, v.5, no.6, pp.595-611,
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