首页> 外文会议>Deep Foundations Institute annual conference on deep foundations >INFLUENCE OF SURFACE REPLACEMENT LAYER ON BEHAVIOR OF LATERALLY LOADED LARGE BORED PILES IN SOFT CLAY: PILE LOAD TESTS AND NUMERICAL INVESTIGATION
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INFLUENCE OF SURFACE REPLACEMENT LAYER ON BEHAVIOR OF LATERALLY LOADED LARGE BORED PILES IN SOFT CLAY: PILE LOAD TESTS AND NUMERICAL INVESTIGATION

机译:表面置换层对软黏土中侧向荷载大钻孔桩性能的影响:桩身试验及数值研究

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This paper presents the results of two lateral load tests on large bored piles in soft clay deposit for a major site in northern Egypt. The tests are carried out on 0.8 m diameter piles. One of the tests is carried out on the pile where the clay starts from the ground surface. The other test is carried out on a pile after surface improvement by replacing the top 1.50 m of the clay deposit by compacted granular soil. The results of the tests show the influence of the surface replacement layer on the lateral load versus lateral displacement relationships of the loaded pile. The results of the two tests are used to calibrate a 3D Finite Element Analysis model for the pile. The model is used to investigate the influence of the thickness and lateral extent of the surface replacement layer on the behavior of laterally loaded large bored piles.
机译:本文介绍了埃及北部一个主要地点的软粘土矿床中大钻孔桩的两次侧向荷载试验的结果。测试在直径为0.8 m的桩上进行。其中一项测试是对从地面开始黏土的桩进行的。另一项测试是在表面改良后的桩上进行的,方法是用压实的粒状土壤代替顶部的1.50 m粘土沉积物。测试结果表明,表面置换层对加载桩的侧向载荷与侧向位移关系的影响。这两个测试的结果用于校准桩的3D有限元分析模型。该模型用于研究表面置换层的厚度和横向范围对侧向加载的大钻孔桩性能的影响。

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