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Geomechanics and Geoengineering
An International Journal
Volume 9, 2014 - Issue 3
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Articles

Serviceability limit state design for uplift of helical anchors in clay

Armin W. StuedleinOregon State University, Corvallis, OR, USACorrespondence[email protected]
&
Marco UzielliGeorisk Engineering, via Giuseppe Giusti, Florence, Italy
Pages 173-186 | Received 20 May 2013, Accepted 15 Oct 2013, Published online: 10 Feb 2014

Citations (17)

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Read on this site (4)

Jayne M. Han, Kyo-Young Gu, Kyeong-Sun Kim, Kyung-Won Ham & Sung-Ryul Kim. (2023) Reliability-based serviceability limit state design of spread foundations under uplift loading in cohesionless soils. Georisk: Assessment and Management of Risk for Engineered Systems and Geohazards 17:4, pages 635-650.
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Mohammad-Emad Mahmoudi-Mehrizi, Ali Ghanbari & Mohsen Sabermahani. (2022) The study of configuration effect of helical anchor group on retaining wall displacement. Geomechanics and Geoengineering 17:2, pages 598-612.
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Rim Chahbaz, Salah Sadek & Shadi Najjar. (2019) Uncertainty quantification of the bond stress – displacement relationship of shoring anchors in different geologic units. Georisk: Assessment and Management of Risk for Engineered Systems and Geohazards 13:4, pages 276-283.
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Kok-Kwang Phoon & Chong Tang. (2019) Characterisation of geotechnical model uncertainty. Georisk: Assessment and Management of Risk for Engineered Systems and Geohazards 13:2, pages 101-130.
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Articles from other publishers (13)

Suneelkumar Laveti, Yit-Jin Chen, Kok-Kwang Phoon & Anjerick Topacio. (2024) Evaluation of Model Factors for Barrette Piles Based on CYCU/Barrette/64. ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering 10:1.
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Tong Jiang, Chen Liu, Xin Zhang, Longfei Li, Tianle He & Jindi Zhao. (2023) Experimental study on the deformation of sandy soil around multi-helical anchor piles under horizontal load. Applied Ocean Research 139, pages 103721.
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Anjerick Topacio, Chong Tang, Yit-Jin Chen & Kok-Kwang Phoon. (2023) Evaluation of prediction models for tip resistances of rock-socketed drilled shafts. Canadian Geotechnical Journal 60:8, pages 1216-1233.
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Chong Tang, Kok-Kwang Phoon, Dian-Qing LiSami O. Akbas. (2020) Expanded Database Assessment of Design Methods for Spread Foundations under Axial Compression and Uplift Loading. Journal of Geotechnical and Geoenvironmental Engineering 146:11.
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Chong TangKok-Kwang Phoon. (2020) Statistical evaluation of model factors in reliability calibration of high-displacement helical piles under axial loading. Canadian Geotechnical Journal 57:2, pages 246-262.
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Xing Zheng Wu & Jun-Xia Xin. (2019) Probabilistic analysis of site-specific load-displacement behaviour of cement-fly ash-gravel piles. Soils and Foundations 59:5, pages 1613-1630.
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Chong Tang, Kok-Kwang PhoonYit-Jin Chen. (2019) Statistical Analyses of Model Factors in Reliability-Based Limit-State Design of Drilled Shafts under Axial Loading. Journal of Geotechnical and Geoenvironmental Engineering 145:9.
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Chong TangKok-Kwang Phoon. (2018) Statistics of model factors in reliability-based design of axially loaded driven piles in sand. Canadian Geotechnical Journal 55:11, pages 1592-1610.
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Chong TangKok-Kwang Phoon. (2018) Evaluation of model uncertainties in reliability-based design of steel H-piles in axial compression. Canadian Geotechnical Journal 55:11, pages 1513-1532.
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Chong Tang & Kok-Kwang Phoon. (2018) Statistics of Model Factors and Consideration in Reliability-Based Design of Axially Loaded Helical Piles. Journal of Geotechnical and Geoenvironmental Engineering 144:8.
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Seth C. ReddyArmin W. Stuedlein. (2017) Serviceability limit state reliability-based design of augered cast-in-place piles in granular soils. Canadian Geotechnical Journal 54:12, pages 1704-1715.
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Zorany Z. MosqueraCristina de H. C. TsuhaAndré T. Beck. (2016) Serviceability Performance Evaluation of Helical Piles under Uplift Loading. Journal of Performance of Constructed Facilities 30:4.
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Jonathan C. Huffman, Andrew W. Strahler & Armin W. Stuedlein. (2015) Reliability-based serviceability limit state design for immediate settlement of spread footings on clay. Soils and Foundations 55:4, pages 798-812.
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