Laboratory Investigation of Hollow and Solid Shaft Helical Soil Nail by Displacement Controlled Pullout Testing
Author:
Publisher
Springer Science and Business Media LLC
Subject
Geology,Soil Science,Geotechnical Engineering and Engineering Geology,Architecture
Link
https://link.springer.com/content/pdf/10.1007/s10706-021-01832-w.pdf
Reference30 articles.
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2. Chu J, Lo S-CR, Lee IK (1992) Strain-softening behavior of granular soil in strain-path testing. J Geotech Eng 118(2):191–208
3. Chu LM, Yin JH (2005) Laboratory device to test the pull-out behavior of soil nails. ASTM Geotech Test J 28(5):499–513
4. Deardorff D, Moeller M, and Walt E (2010) Results of an instrumented helical soil nail wall. In: Proceedings of the Earth Retention Conference, Washington, United States ASCE. pp 262–269. https://doi.org/10.1061/41128(384)24.
5. Hao D, Wang D, Loughlin C, Gaudin C (2018) Tensile monotonic capacity of helical anchors in sand: interaction between helices. Can Geotech J. https://doi.org/10.1139/cgj-2018-0202
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3. Investigation of Pullout Capacity of Helical Soil Nail in Clay;Lecture Notes in Civil Engineering;2022-09-28
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