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1
Dense Granular Columns in Liquefiable Ground. I: Shear Reinforcement and Cyclic Stress Ratio Reduction
Dense Granular Columns in Liquefiable Ground. I: Shear Reinforcement and Cyclic Stress Ratio Reduction
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Dense Granular Columns in Liquefiable Ground. I: Shear Reinforcement and Cyclic Stress Ratio Reduction

Rayamajhi, Deepak ; Ashford, Scott A ; Boulanger, Ross W ; Elgamal, Ahmed

Journal of geotechnical and geoenvironmental engineering, 2016-07, Vol.142 (7) [Revista revisada por pares]

American Society of Civil Engineers

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2
Analisis potensi likuifaksi berdasarkan data penyelidikan tanah standard penetration test (SPT) (studi Kasus cross taxiway timur Bandara Soekarno Hatta Tangerang)
Analisis potensi likuifaksi berdasarkan data penyelidikan tanah standard penetration test (SPT) (studi Kasus cross taxiway timur Bandara Soekarno Hatta Tangerang)
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Analisis potensi likuifaksi berdasarkan data penyelidikan tanah standard penetration test (SPT) (studi Kasus cross taxiway timur Bandara Soekarno Hatta Tangerang)

Mina, Enden ; Kusuma, Rama Indera ; Muzaky, Kiki Ariandhika

Teknika, 2020-06, Vol.16 (1), p.128-135 [Revista revisada por pares]

Universitas Sultan Ageng Tirtayasa

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3
Dynamic behaviour of oyster shell powder-modified expansive soil under cyclic loading
Dynamic behaviour of oyster shell powder-modified expansive soil under cyclic loading
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Dynamic behaviour of oyster shell powder-modified expansive soil under cyclic loading

Huang, Zhen ; Gong, Bin ; Jiao, Wencan ; Zhou, Weizheng ; Shao, Yu ; Ma, Shaokun

Construction & building materials, 2023-12, Vol.409, p.134133, Article 134133 [Revista revisada por pares]

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4
A review of soil improvement with non-conventional grouts
A review of soil improvement with non-conventional grouts
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A review of soil improvement with non-conventional grouts

Spagnoli, Giovanni

International journal of geotechnical engineering, 2021-03, Vol.15 (3), p.273-287 [Revista revisada por pares]

Taylor & Francis

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5
Fabric characteristics and processes influencing the liquefaction and re-liquefaction of sand
Fabric characteristics and processes influencing the liquefaction and re-liquefaction of sand
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Fabric characteristics and processes influencing the liquefaction and re-liquefaction of sand

Wang, Rui ; Fu, Pengcheng ; Zhang, Jian-Min ; Dafalias, Yannis F.

Soil dynamics and earthquake engineering (1984), 2019-10, Vol.125 (C), p.105720, Article 105720 [Revista revisada por pares]

Barking: Elsevier Ltd

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6
Experimental study on cyclic triaxial behaviors of saturated soft soil considering time intermittent and variable confining pressure
Experimental study on cyclic triaxial behaviors of saturated soft soil considering time intermittent and variable confining pressure
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Experimental study on cyclic triaxial behaviors of saturated soft soil considering time intermittent and variable confining pressure

Yang, Jiaqiang ; Cui, Zhen-Dong ; Xi, Banglu ; Song, Weilong

Soil dynamics and earthquake engineering (1984), 2024-04, Vol.179, Article 108508 [Revista revisada por pares]

Elsevier Ltd

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7
Effect of the bottom ash content on the liquefaction resistance and cyclic degradation of pond ash under different dynamic loading conditions
Effect of the bottom ash content on the liquefaction resistance and cyclic degradation of pond ash under different dynamic loading conditions
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Effect of the bottom ash content on the liquefaction resistance and cyclic degradation of pond ash under different dynamic loading conditions

Teli, Sujay ; Sachan, Ajanta

Soil dynamics and earthquake engineering (1984), 2024-03, Vol.178, p.108495, Article 108495 [Revista revisada por pares]

Elsevier Ltd

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8
Artificial intelligence algorithms for prediction of cyclic stress ratio of soil for environment conservation
Artificial intelligence algorithms for prediction of cyclic stress ratio of soil for environment conservation
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Artificial intelligence algorithms for prediction of cyclic stress ratio of soil for environment conservation

Pawar, Aman ; Jolly, Aman ; Pandey, Vikas ; Chaurasiya, Prem Kumar ; Verma, Tikendra Nath ; Meshram, Kundan

Environmental challenges (Amsterdam, Netherlands), 2023-08, Vol.12, p.100730, Article 100730 [Revista revisada por pares]

Elsevier B.V

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9
A New Dynamic Cone Penetration Test–Based Procedure for Liquefaction Triggering Assessment of Gravelly Soils
A New Dynamic Cone Penetration Test–Based Procedure for Liquefaction Triggering Assessment of Gravelly Soils
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A New Dynamic Cone Penetration Test–Based Procedure for Liquefaction Triggering Assessment of Gravelly Soils

Rollins, Kyle M ; Roy, Jashod ; Athanasopoulos-Zekkos, Adda ; Zekkos, Dimitrios ; Amoroso, Sara ; Cao, Zhenzhong

Journal of geotechnical and geoenvironmental engineering, 2021-12, Vol.147 (12) [Revista revisada por pares]

New York: American Society of Civil Engineers

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10
Inspection of three sophisticated constitutive models based on monotonic and cyclic tests on fine sand: Hypoplasticity vs. Sanisand vs. ISA
Inspection of three sophisticated constitutive models based on monotonic and cyclic tests on fine sand: Hypoplasticity vs. Sanisand vs. ISA
Material Type:
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Inspection of three sophisticated constitutive models based on monotonic and cyclic tests on fine sand: Hypoplasticity vs. Sanisand vs. ISA

Wichtmann, T. ; Fuentes, W. ; Triantafyllidis, T.

Soil dynamics and earthquake engineering (1984), 2019-09, Vol.124, p.172-183 [Revista revisada por pares]

Barking: Elsevier Ltd

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