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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 [Periódico revisado por pares]

Universitas Sultan Ageng Tirtayasa

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2
Effect of model container on dynamic shear stresses in a centrifuge model
Effect of model container on dynamic shear stresses in a centrifuge model
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Effect of model container on dynamic shear stresses in a centrifuge model

W Boulanger, Ross

Japanese Geotechnical Society Special Publication, 2024, Vol.10 (30), p.1137-1141, Article v10.OS-19-04

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3
(Fig. 10) Relationship between cyclic shear stress ratio and number of loading cycles to failure for all average shear stress ratios of the Omok-Sampling-Site
(Fig. 10) Relationship between cyclic shear stress ratio and number of loading cycles to failure for all average shear stress ratios of the Omok-Sampling-Site
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(Fig. 10) Relationship between cyclic shear stress ratio and number of loading cycles to failure for all average shear stress ratios of the Omok-Sampling-Site

Kluger, Max Oke ; Kreiter, Stefan ; Moon, Vicki G ; Orense, Rolando P ; Mills, Phillipa R ; Mörz, Tobias

PANGAEA 2019

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4
Undrained three-dimensional behaviour of soft clay under horizontal one-way and vertical two-way cyclic loading
Undrained three-dimensional behaviour of soft clay under horizontal one-way and vertical two-way cyclic loading
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Undrained three-dimensional behaviour of soft clay under horizontal one-way and vertical two-way cyclic loading

Jin, Hongxu ; Huang, Zhen ; Yao, Kang ; Shi, Li ; Cai, Yuanqiang

Géotechnique, 2024-04, p.1-42 [Periódico revisado por pares]

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5
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, p.108508, Article 108508 [Periódico revisado por pares]

Elsevier Ltd

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6
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
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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 [Periódico revisado por pares]

Barking: Elsevier Ltd

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7
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 [Periódico revisado por pares]

Barking: Elsevier Ltd

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8
Aging Factors for the Cyclic Resistance Ratio of Pleistocene Sands from the South Carolina Coastal Region
Aging Factors for the Cyclic Resistance Ratio of Pleistocene Sands from the South Carolina Coastal Region
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Aging Factors for the Cyclic Resistance Ratio of Pleistocene Sands from the South Carolina Coastal Region

Hasek, Michael J. ; Gassman, Sarah L.

Journal of geotechnical and geoenvironmental engineering, 2024-07, Vol.150 (7) [Periódico revisado por pares]

New York: American Society of Civil Engineers

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9
An Investigation of the Influence of Reconsolidation Properties on the Reliquefaction Resistance of Sand by Element Tests
An Investigation of the Influence of Reconsolidation Properties on the Reliquefaction Resistance of Sand by Element Tests
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An Investigation of the Influence of Reconsolidation Properties on the Reliquefaction Resistance of Sand by Element Tests

Ni, Xueqian ; Ye, Bin ; Zhang, Zhao ; Zhang, Sheng ; Zhang, Feng

Journal of geotechnical and geoenvironmental engineering, 2022-03, Vol.148 (3) [Periódico revisado por pares]

New York: American Society of Civil Engineers

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10
Cyclic behavior of saturated soft clay under stress path with bidirectional shear stresses
Cyclic behavior of saturated soft clay under stress path with bidirectional shear stresses
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Cyclic behavior of saturated soft clay under stress path with bidirectional shear stresses

Hu, Xiuqing ; Zhang, Yan ; Guo, Lin ; Wang, Jun ; Cai, Yuanqiang ; Fu, Hongtao ; Cai, Ying

Soil dynamics and earthquake engineering (1984), 2018-01, Vol.104 (C), p.319-328 [Periódico revisado por pares]

Barking: Elsevier Ltd

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