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Liu, Chia-Nan, Zornberg, Jorge G., Chen, Tsong-Chia, Ho, Yu-Hsien, Lin, Bo-Hung (2009) Behavior of Geogrid-Sand Interface in Direct Shear Mode. Journal of Geotechnical and Geoenvironmental Engineering, 135 (12). 1863-1871 doi:10.1061/(asce)gt.1943-5606.0000150

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Reference TypeJournal (article/letter/editorial)
TitleBehavior of Geogrid-Sand Interface in Direct Shear Mode
JournalJournal of Geotechnical and Geoenvironmental Engineering
AuthorsLiu, Chia-NanAuthor
Zornberg, Jorge G.Author
Chen, Tsong-ChiaAuthor
Ho, Yu-HsienAuthor
Lin, Bo-HungAuthor
Year2009 (December)Volume135
Issue12
PublisherAmerican Society of Civil Engineers (ASCE)
DOIdoi:10.1061/(asce)gt.1943-5606.0000150Search in ResearchGate
Generate Citation Formats
Mindat Ref. ID9704834Long-form Identifiermindat:1:5:9704834:1
GUID0
Full ReferenceLiu, Chia-Nan, Zornberg, Jorge G., Chen, Tsong-Chia, Ho, Yu-Hsien, Lin, Bo-Hung (2009) Behavior of Geogrid-Sand Interface in Direct Shear Mode. Journal of Geotechnical and Geoenvironmental Engineering, 135 (12). 1863-1871 doi:10.1061/(asce)gt.1943-5606.0000150
Plain TextLiu, Chia-Nan, Zornberg, Jorge G., Chen, Tsong-Chia, Ho, Yu-Hsien, Lin, Bo-Hung (2009) Behavior of Geogrid-Sand Interface in Direct Shear Mode. Journal of Geotechnical and Geoenvironmental Engineering, 135 (12). 1863-1871 doi:10.1061/(asce)gt.1943-5606.0000150
In(2009, December) Journal of Geotechnical and Geoenvironmental Engineering Vol. 135 (12) American Society of Civil Engineers (ASCE)

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Li, Chunling, Zornberg, Jorge G. (2019) Shear Strength Behavior of Soils Reinforced with Weak Fibers. Journal of Geotechnical and Geoenvironmental Engineering, 145 (9). 6019006pp. doi:10.1061/(asce)gt.1943-5606.0002109
Costa, Yuri D., Zornberg, Jorge G., Bueno, Benedito S., Costa, Carina L. (2009) Failure Mechanisms in Sand over a Deep Active Trapdoor. Journal of Geotechnical and Geoenvironmental Engineering, 135 (11). 1741-1753 doi:10.1061/(asce)gt.1943-5606.0000134
Weng, Meng-Chia, Chu, Bin-Lin, Ho, Yu-Ling (2014) Closure to “Elastoplastic Deformation Characteristics of Gravelly Soils” by Meng-Chia Weng, Bin-Lin Chu, and Yu-Ling Ho. Journal of Geotechnical and Geoenvironmental Engineering, 140 (5). 7014008pp. doi:10.1061/(asce)gt.1943-5606.0001098
Weng, Meng-Chia, Chu, Bin-Lin, Ho, Yu-Ling (2013) Elastoplastic Deformation Characteristics of Gravelly Soils. Journal of Geotechnical and Geoenvironmental Engineering, 139 (6). 947-955 doi:10.1061/(asce)gt.1943-5606.0000827
McCartney, John S., Zornberg, Jorge G., Swan, Robert H. (2009) Analysis of a Large Database of GCL-Geomembrane Interface Shear Strength Results. Journal of Geotechnical and Geoenvironmental Engineering, 135 (2). 209-223 doi:10.1061/(asce)1090-0241(2009)135:2(209)
(2009) Reviewers. Journal of Geotechnical and Geoenvironmental Engineering, 135 (12). 2015-2019 doi:10.1061/(asce)gt.1943-5606.0000246
McCartney, John S., Zornberg, Jorge G., Swan, Robert H. (2010) Closure to “Analysis of a Large Database of GCL-Geomembrane Interface Shear Strength Results” by John S. McCartney, Jorge G. Zornberg, and Robert H. Swan Jr. Journal of Geotechnical and Geoenvironmental Engineering, 136 (1). 276-277 doi:10.1061/(asce)gt.1943-5606.0000250
Jin, Hongxu, Guo, Lin (2021) Effect of Phase Difference on the Liquefaction Behavior of Sand in Multidirectional Simple Shear Tests. Journal of Geotechnical and Geoenvironmental Engineering, 147 (12) doi:10.1061/(asce)gt.1943-5606.0002703
Li, Chunling, Zornberg, Jorge G. (2013) Mobilization of Reinforcement Forces in Fiber-Reinforced Soil. Journal of Geotechnical and Geoenvironmental Engineering, 139 (1). 107-115 doi:10.1061/(asce)gt.1943-5606.0000745
Bilgin, Ömer, Stewart, Harry E. (2009) Design Guidelines for Polyethylene Pipe Interface Shear Resistance. Journal of Geotechnical and Geoenvironmental Engineering, 135 (6). 809-818 doi:10.1061/(asce)gt.1943-5606.0000030
Nasr, Ahmed M. A. (2009) Experimental and Theoretical Studies for the Behavior of Strip Footing on Oil-Contaminated Sand. Journal of Geotechnical and Geoenvironmental Engineering, 135 (12). 1814-1822 doi:10.1061/(asce)gt.1943-5606.0000165
 
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