Komatsu Hydraulic Excavators PC210LL Repair Service Manual A

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  • Observed Performance and FEM-Based Parametric Analysis of

    Jun 21, 2021 · This paper investigates the performance of a top-down deep excavation in soil-rock composite stratum. The behavior of the excavation bracing system, consisting of ground anchors and end-suspended piles, has not been well understood due to the lack of relevant research. Based on the observed data of a typical deep excavation case history for the May Fourth Square Station in Tsingtao, …

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  • Three-dimensional response of double anchored sheet pile

    Mar 20, 2019 · The soil parameters were obtained by carrying out laboratory tests. The 0 (zero) value is located at the top ground surface after the project backfilled. Many authors had studied the behavior of sheet pile walls in cohesion soil [29, 30]; several methods were proposed by the authors to solve the problem. In some cases, the method is compared

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