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Kumar, Sanjeev, Hall, Michael L. (2006) An Approximate Method to Determine Lateral Force on Piles or Piers Installed to Support a Structure through Sliding Soil Mass. Geotechnical and Geological Engineering, 24 (3). 551-564 doi:10.1007/s10706-004-7936-4

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Reference TypeJournal (article/letter/editorial)
TitleAn Approximate Method to Determine Lateral Force on Piles or Piers Installed to Support a Structure through Sliding Soil Mass
JournalGeotechnical and Geological Engineering
AuthorsKumar, SanjeevAuthor
Hall, Michael L.Author
Year2006 (June)Volume24
Issue3
PublisherSpringer Science and Business Media LLC
DOIdoi:10.1007/s10706-004-7936-4Search in ResearchGate
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Mindat Ref. ID7748029Long-form Identifiermindat:1:5:7748029:3
GUID0
Full ReferenceKumar, Sanjeev, Hall, Michael L. (2006) An Approximate Method to Determine Lateral Force on Piles or Piers Installed to Support a Structure through Sliding Soil Mass. Geotechnical and Geological Engineering, 24 (3). 551-564 doi:10.1007/s10706-004-7936-4
Plain TextKumar, Sanjeev, Hall, Michael L. (2006) An Approximate Method to Determine Lateral Force on Piles or Piers Installed to Support a Structure through Sliding Soil Mass. Geotechnical and Geological Engineering, 24 (3). 551-564 doi:10.1007/s10706-004-7936-4
In(2006, June) Geotechnical and Geological Engineering Vol. 24 (3) Springer Science and Business Media LLC

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Kumar, Sanjeev, Lalvani, Latika, Omar, Maher (2006) Nonlinear Response of Single Piles in Sand Subjected to Lateral Loads using khmax Approach. Geotechnical and Geological Engineering, 24 (1). 163-181 doi:10.1007/s10706-004-2760-4
Greco, Venanzio R. (2006) Lateral Earth Pressure due to Backfill Subject to a Strip of Surcharge. Geotechnical and Geological Engineering, 24 (3). 615-636 doi:10.1007/s10706-005-2009-x
Rao, Sudhakar M., Revanasiddappa, K. (2006) Influence of Cyclic Wetting Drying on Collapse Behaviour of Compacted Residual Soil. Geotechnical and Geological Engineering, 24 (3). 725-734 doi:10.1007/s10706-004-5077-4
Das, Sarat Kumar, Yudhbir, (2006) Geotechnical Properties of Low Calcium and High Calcium Fly Ash. Geotechnical and Geological Engineering, 24 (2). 249-263 doi:10.1007/s10706-004-5722-y
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Prakash, K. (2024) Discussion on Development of a Single‑Point Method to Determine Soil Plastic Limit Using Fall‑Cone Data. Geotechnical and Geological Engineering, 42 (5) 4257-4258 doi:10.1007/s10706-023-02722-z
Sivakugan, N., Rankine, K. J., Rankine, K. S. (2006) Study of Drainage Through Hydraulic Fill Stopes using Method of Fragments. Geotechnical and Geological Engineering, 24 (1). 79-89 doi:10.1007/s10706-004-1949-x
Kumar, Sanjeev, Hall, Michael L. (2004) Parametric study of site instability due to presence of a weakening shale layer above sloping bedrock. Geotechnical and Geological Engineering, 22 (3). 361-374 doi:10.1023/b:gege.0000025042.89133.f7
Witthüser, Kai, Arnepalli, Dalinaidu, Singh, Devendra N. (2006) Investigations on Diffusion Characteristics of Granite and Chalk Rock Mass. Geotechnical and Geological Engineering, 24 (2). 325-334 doi:10.1007/s10706-004-7549-y
Eltaweila, Saeid, Shahien, Marawan M., Nasr, Ahmed M., Farouk, Ahmed (2021) Correction to: Effect of Soil Improvement Techniques on Increasing the Lateral Resistance of Single Piles in Soft Clay (Numerical Investigation) Geotechnical and Geological Engineering, 39 (7) 5425 doi:10.1007/s10706-021-01854-4
Ferreira, M. Quinta, Velho, J. L. (2006) Construction Problems on the Karstified Limestone Tuffs of Condeixa, Central Portugal: A Case Study. Geotechnical and Geological Engineering, 24 (1). 101-116 doi:10.1007/s10706-004-2104-4
 
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