Numerical Modeling of Centrifuge Experiment on Vacuum Consolidation of Soft Clay

Lecture Notes in Civil Engineering - Advances in Geo-Science and Geo-Structures ◽

10.1007/978-981-16-1993-9_16 ◽

2021 ◽

pp. 151-162

Author(s):

Sridhar Gangaputhiran

Keyword(s):

Numerical Modeling ◽

Soft Clay ◽

Vacuum Consolidation

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Centrifuge model test of vacuum consolidation on soft clay combined with embankment loading

Physical Modelling in Geotechnics ◽

10.1201/9780429438646-47 ◽

2018 ◽

pp. 1067-1072

Author(s):

S. Shiraga ◽

G. Hasegawa ◽

Y. Sawamura ◽

M. Kimura

Keyword(s):

Model Test ◽

Soft Clay ◽

Centrifuge Model Test ◽

Vacuum Consolidation ◽

Centrifuge Model

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Combined Encased Stone Column and Vacuum Consolidation Technique for Soft Clay Improvement

Proceedings of GeoShanghai 2018 International Conference: Ground Improvement and Geosynthetics ◽

10.1007/978-981-13-0122-3_19 ◽

2018 ◽

pp. 169-177

Author(s):

Ganesh Kumar

Keyword(s):

Soft Clay ◽

Stone Column ◽

Vacuum Consolidation

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Numerical Modeling of Soft Clay Improved with Prefabricated Vertical Drains

Lecture Notes in Civil Engineering - Proceedings of the Indian Geotechnical Conference 2019 ◽

10.1007/978-981-33-6466-0_39 ◽

2021 ◽

pp. 427-436

Author(s):

S. Prabavathy ◽

K. Rajagopal ◽

N. Kumar Pitchumani

Keyword(s):

Numerical Modeling ◽

Soft Clay ◽

Prefabricated Vertical Drains ◽

Vertical Drains

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Experimental and Numerical Modeling of Bearing Capacity of Foundations on Soft Clay Stabilized with Granular Material

International Journal of Geosynthetics and Ground Engineering ◽

10.1007/s40891-021-00334-2 ◽

2021 ◽

Vol 7 (4) ◽

Author(s):

Zahra Bashir Malik ◽

Badee Alshameri ◽

Syed Muhammad Jamil ◽

Daanyal Umar

Keyword(s):

Numerical Modeling ◽

Granular Material ◽

Bearing Capacity ◽

Soft Clay ◽

Experimental And Numerical Modeling

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Centrifugal and Numerical Modeling of a Reinforced Lime-Stabilized Soil Embankment on Soft Clay with Wick Drains

International Journal of Geomechanics ◽

10.1061/(asce)gm.1943-5622.0000045 ◽

2011 ◽

Vol 11 (3) ◽

pp. 167-173 ◽

Cited By ~ 27

Author(s):

Jian-Feng Chen ◽

Song-Bo Yu

Keyword(s):

Numerical Modeling ◽

Soft Clay ◽

Stabilized Soil ◽

Wick Drains

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Numerical Modeling of Prefabricated Vertical Drain with Vacuum Consolidation Technique

Transportation Infrastructure Geotechnology ◽

10.1007/s40515-021-00165-8 ◽

2021 ◽

Author(s):

Trong Nghia-Nguyen ◽

Sanjay Kumar Shukla ◽

Phuoc H. Dang ◽

L. G. Lam ◽

Samir Khatir ◽

...

Keyword(s):

Numerical Modeling ◽

Vacuum Consolidation ◽

Vertical Drain ◽

Prefabricated Vertical Drain

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Corrigendum to “Centrifuge testing and numerical modeling of tunnel face stability considering longitudinal slope angle and steady state seepage in soft clay” [Tunn. Undergr. Space Technol. 101 (2020) 103406]

Tunnelling and Underground Space Technology ◽

10.1016/j.tust.2021.103942 ◽

2021 ◽

Vol 112 ◽

pp. 103942

Author(s):

Xiaolin Weng ◽

Yufeng Sun ◽

Binhua Yan ◽

Haoshuang Niu ◽

Rongan Lin ◽

...

Keyword(s):

Numerical Modeling ◽

Steady State ◽

Soft Clay ◽

Slope Angle ◽

Tunnel Face ◽

Face Stability ◽

Centrifuge Testing ◽

Longitudinal Slope ◽

Tunnel Face Stability

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Study of the Behavior of Floating Stone Columns in Soft Clay Formations Using Numerical Modeling

Soil Testing, Soil Stability and Ground Improvement - Sustainable Civil Infrastructures ◽

10.1007/978-3-319-61902-6_19 ◽

2017 ◽

pp. 236-251 ◽

Cited By ~ 1

Author(s):

Ayman L. Fayed ◽

Tamer M. Sorour ◽

Hany F. Shehata

Keyword(s):

Numerical Modeling ◽

Soft Clay ◽

Stone Columns

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Propagation of seismic waves through saturated soft clay deposits: Constitutive and numerical modeling

Computer Methods and Recent Advances in Geomechanics ◽

10.1201/b17435-46 ◽

2014 ◽

pp. 285-290

Author(s):

G Seidalinov ◽

M Taiebat

Keyword(s):

Numerical Modeling ◽

Seismic Waves ◽

Soft Clay ◽

Clay Deposits ◽

Saturated Soft Clay

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Numerical Modeling of Failure Mechanisms in Sensitive Soft Clay-Application to Offshore Geohazards

10.4043/18650-ms ◽

2007 ◽

Cited By ~ 6

Author(s):

Lars Andresen ◽

Hans Petter Jostad

Keyword(s):

Numerical Modeling ◽

Failure Mechanisms ◽

Soft Clay

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