Study on Analysis and Application of Horizontal Static Load Test Results for Elastic Long Pile

Yan Zheng Huang; Shao Bo Zhang; Wen Yang

doi:10.4028/www.scientific.net/AMR.884-885.698

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Particleboard Produced with Sawmill Waste of Different Wood Species
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Soil Infiltration Characteristics under Different Land at Western Yunnan Plateau
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Study on Analysis and Application of Horizontal Static Load Test Results for Elastic Long Pile
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The Activation of Steel Slag and its Application in Construction and Building Materials
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The Rivalry between Old and New Material in Creating Local Environmental Features - Illustrated by the Protection and Remediation of Traditional Environmental Features in Jingmai Village, Lancang County
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The Shear Capacity Calculation of Steel Reinforcement High-Strength Concrete Short Columns Restrained with FRP
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The Permeability of Three Kinds of Improved Soil in Northwest Area and its Application in Foundation Treatment
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HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 884-885Study on Analysis and Application of Horizontal...

Study on Analysis and Application of Horizontal Static Load Test Results for Elastic Long Pile

Abstract:

Based on Winkler model and engineering example, the behavior of elastic long pile under horizontal load was analyzed in test status while pile top at free. The analysis results show that under same horizontal static load, the maximum of pile shaft bending moment in work status is higher than it in test status. Directly using the horizontal bearing capacity obtained by horizontal static load test in project design is unsafe and inapposite. The horizontal bearing capacity of pile in work status can be get based on the proportion coefficient of the horizontal resistance coefficient.