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Mohammed, Ahmed S., Vipulanandan, Cumaraswamy (2014) Compressive and Tensile Behavior of Polymer Treated Sulfate Contaminated CL Soil. Geotechnical and Geological Engineering, 32 (1). 71-83 doi:10.1007/s10706-013-9692-9

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Reference TypeJournal (article/letter/editorial)
TitleCompressive and Tensile Behavior of Polymer Treated Sulfate Contaminated CL Soil
JournalGeotechnical and Geological Engineering
AuthorsMohammed, Ahmed S.Author
Vipulanandan, CumaraswamyAuthor
Year2014 (February)Volume32
Issue1
PublisherSpringer Science and Business Media LLC
DOIdoi:10.1007/s10706-013-9692-9Search in ResearchGate
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Mindat Ref. ID7748749Long-form Identifiermindat:1:5:7748749:0
GUID0
Full ReferenceMohammed, Ahmed S., Vipulanandan, Cumaraswamy (2014) Compressive and Tensile Behavior of Polymer Treated Sulfate Contaminated CL Soil. Geotechnical and Geological Engineering, 32 (1). 71-83 doi:10.1007/s10706-013-9692-9
Plain TextMohammed, Ahmed S., Vipulanandan, Cumaraswamy (2014) Compressive and Tensile Behavior of Polymer Treated Sulfate Contaminated CL Soil. Geotechnical and Geological Engineering, 32 (1). 71-83 doi:10.1007/s10706-013-9692-9
In(2014, February) Geotechnical and Geological Engineering Vol. 32 (1) Springer Science and Business Media LLC

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Mohammed, Ahmed, Vipulanandan, Cumaraswamy (2015) Testing and Modeling the Short-Term Behavior of Lime and Fly Ash Treated Sulfate Contaminated CL Soil. Geotechnical and Geological Engineering, 33 (4). 1099-1114 doi:10.1007/s10706-015-9890-8
Vipulanandan, C., Mohammed, A. (2020) Characterizing the Index Properties, Free Swelling, Stress–Strain Relationship, Strength and Compacted Properties of Polymer Treated Expansive CH Clay Soil Using Vipulanandan Models. Geotechnical and Geological Engineering, 38 (5) 5589-5602 doi:10.1007/s10706-020-01387-2
Soares Gerscovich, Denise Maria, Vipulanandan, Cumaraswamy (2023) Data Analyses to Correlate the Soil Properties to the Electrical Resistivity. Geotechnical and Geological Engineering, 41 (8) 4507-4528 doi:10.1007/s10706-023-02529-y
Raheem, Aram M., Vipulanandan, Cumaraswamy (2021) Characterization of Lime and Polymer Treated Ultra-Soft Clay Soils Using the Modified Vane Shear and Correlating the Shear Strengths to the Electrical Resistivity and CIGMAT Miniature Penetrometer for Nondestructive Field Tests. Geotechnical and Geological Engineering, 39 (4) 3047-3063 doi:10.1007/s10706-021-01677-3
Mohammed, Ahmed S. (2019) Vipulanandan Models to Predict the Mechanical Properties, Fracture Toughness, Pulse Velocity and Ultimate Shear Strength of Shale Rocks. Geotechnical and Geological Engineering, 37 (2). 625-638 doi:10.1007/s10706-018-0633-5
Samui, Pijush (2014) Utilization of Gaussian Process Regression for Determination of Soil Electrical Resistivity. Geotechnical and Geological Engineering, 32 (1). 191-195 doi:10.1007/s10706-013-9705-8
Mahmood, Wael, Mohammed, Ahmed (2020) Hydraulic Conductivity, Grain Size Distribution (GSD) and Cement Injectability Limits Predicted of Sandy Soils Using Vipulanandan Models. Geotechnical and Geological Engineering, 38 (2). 2139-2158 doi:10.1007/s10706-019-01153-z
Raheem, Aram M., Vipulanandan, Cumaraswamy, Joshaghani, Mohammad S. (2017) Non-destructive experimental testing and modeling of electrical impedance behavior of untreated and treated ultra-soft clayey soils. Journal of Rock Mechanics and Geotechnical Engineering, 9 (3). 543-550 doi:10.1016/j.jrmge.2017.02.001
Tiwari, Binod, Al-Adhadh, Ahmed Raad (2014) Influence of Relative Density on Static Soil–Structure Frictional Resistance of Dry and Saturated Sand. Geotechnical and Geological Engineering, 32 (2). 411-427 doi:10.1007/s10706-013-9723-6
Danjo, Takashi, Kawasaki, Satoru (2014) Characteristics of Beachrocks: A Review. Geotechnical and Geological Engineering, 32 (2). 215-246 doi:10.1007/s10706-013-9712-9
Mohammed, Ahmed, Mahmood, Wael (2021) Vipulanandan failure models to predict the tensile strength, compressive modulus, fracture toughness and ultimate shear strength of calcium rocks. International Journal of Geotechnical Engineering, 15 (2) 129-139 doi:10.1080/19386362.2018.1468663
 
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