Marginal lateritic soil/crushed slag blends as an engineering fill material (English)
- New search for: Sudla, Phuttipong
- New search for: Horpibulsuk, Suksun
- New search for: Chinkulkijniwat, Avirut
- New search for: Arulrajah, Arul
- New search for: Liu, Martin D.
- New search for: Hoy, Menglim
- New search for: Sudla, Phuttipong
- New search for: Horpibulsuk, Suksun
- New search for: Chinkulkijniwat, Avirut
- New search for: Arulrajah, Arul
- New search for: Liu, Martin D.
- New search for: Hoy, Menglim
In:
Soils and foundations
;
58
, 3
;
786-795
;
2018
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ISSN:
- Article (Journal) / Print
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Title:Marginal lateritic soil/crushed slag blends as an engineering fill material
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Contributors:Sudla, Phuttipong ( author ) / Horpibulsuk, Suksun ( author ) / Chinkulkijniwat, Avirut ( author ) / Arulrajah, Arul ( author ) / Liu, Martin D. ( author ) / Hoy, Menglim ( author )
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Published in:Soils and foundations ; 58, 3 ; 786-795
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Publisher:
- New search for: Elsevier Science B.V., Amsterdam
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Publication date:2018-01-01
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Size:10 pages
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ISSN:
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Type of media:Article (Journal)
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Type of material:Print
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Language:English
- New search for: 624.151
- Further information on Dewey Decimal Classification
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Classification:
DDC: 624.151 -
Source:
© Metadata Copyright the British Library Board and other contributors. All rights reserved.
Table of contents – Volume 58, Issue 3
The tables of contents are generated automatically and are based on the data records of the individual contributions available in the index of the TIB portal. The display of the Tables of Contents may therefore be incomplete.
- 519
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Seismic performance of small earth dams with sloping core zones and geosynthetic clay liners using full-scale shaking table testsSawada, Y. / Nakazawa, H. / Oda, T. / Kobayashi, S. / Shibuya, S. / Kawabata, T. et al. | 2018
- 534
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Unsaturated elasto-plastic constitutive equations for compacted kaolin under consolidated drained and shearing-infiltration conditionsRahardjo, H. / Thang, N. Cong / Kim, Y. / Leong, E.-C. et al. | 2018
- 547
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Laboratory testing for evaluation of the influence of a small degree of internal erosion on deformation and stiffnessSato, Mari / Kuwano, Reiko et al. | 2018
- 563
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1-g shaking table tests on seismic enhancement of existing box culvert with partial ground-improvement method and its 2D dynamic simulationKheradi, Hamayoon / Nagano, Keisuke / Nishi, Haruki / Zhang, Feng et al. | 2018
- 582
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An early warning criterion for the prediction of snowmelt-induced soil slope failures in seasonally cold regionsSiva Subramanian, Srikrishnan / Ishikawa, Tatsuya / Tokoro, Tetsuya et al. | 2018
- 602
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Experimental and DEM assessment of the stress-dependency of surface roughness effects on shear modulusOtsubo, Masahide / O'Sullivan, Catherine et al. | 2018
- 615
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Hypoplastic model for crushable sandPhuong, N. T. V. / Rohe, A. / Brinkgreve, R. B. J. / van Tol, A. F. et al. | 2018
- 627
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A one-dimensional creep model for frozen soils taking temperature as an independent variableYao, X. / Qi, J. / Zhang, J. / Yu, F. et al. | 2018
- 641
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Bifurcation prediction of shear banding in sand with non-coaxial critical state model considering inherent anisotropyHuang, Maosong / Chen, Zhouquan / Lu, Xilin et al. | 2018
- 654
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Potential of fly ash to suppress the susceptible behavior of lime-treated gypseous soilJha, Arvind Kumar / Sivapullaiah, P.V. et al. | 2018
- 666
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Design and parametric study of a pavement foundation layer made of cement-treated fine-grained lateritic soilMengue, Emmanuel / Mroueh, Hussein / Lancelot, Laurent / Medjo Eko, Robert et al. | 2018
- 678
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Material properties of solidified soil grains produced from dredged marine clayShinsha, Hiroshi / Kumagai, Takahiro et al. | 2018
- 689
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Analytical investigation of disturbance of seabed-sampled soil specimens and its influence on unconfined strengthYuri, S. / Shinya, T. / Hide, S. / Atsushi, I. et al. | 2018
- 702
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Cyclic response and modeling of saturated silty clay due to fluctuations in reservoir water level of the Three Gorges Dam, ChinaChen, Yong / Zhang, Guodong / Chan, Dave et al. | 2018
- 716
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Effects of industrial by-product based geopolymers on the strength development of a soft soilYaghoubi, Mohammadjavad / Arulrajah, Arul / Disfani, Mahdi Miri / Horpibulsuk, Suksun / Bo, Myint Win / Darmawan, Stephen et al. | 2018
- 729
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Finite element parametric study of the performance of a deep excavationDong, Y. P. / Burd, H. J. / Houlsby, G. T. et al. | 2018
- 744
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Robust design and optimization procedure for piled-raft foundation to support tall wind turbine in clay and sandRavichandran, Nadarajah / Shrestha, Shweta / Piratla, Kalyan et al. | 2018
- 756
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Cyclic threshold shear strain in pore water pressure generation in clay in situ samplesIchii, Koji / Mikami, Takeko et al. | 2018
- 766
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Experimental study on a dredged fill ground improved by a two-stage vacuum preloading methodWang, Jun / Cai, Yuanqiang / Fu, Hongtao / Hu, Xiuqing / Cai, Ying / Lin, Haizhi / Zheng, Wei et al. | 2018
- 776
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Development of a new loading test apparatus for microfocus X-ray CT and its application to the investigation of soil behavior surrounding driven open-section pilesSato, Takahiro / Onda, Kunihiko / Otani, Jun et al. | 2018
- 786
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Marginal lateritic soil/crushed slag blends as an engineering fill materialSudla, Phuttipong / Horpibulsuk, Suksun / Chinkulkijniwat, Avirut / Arulrajah, Arul / Liu, Martin D. / Hoy, Menglim et al. | 2018
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Editorial Board| 2018