STUDI ANALISIS DAYA DUKUNG PONDASI TIANG PADA PEMBANGUNAN GEDUNG LP3M UNIVERSITAS KADIRI

A. I. Candra, Anasrudin Yusuf, F AmandaRizky
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引用次数: 13

Abstract

The foundation is a part of the building construction which is responsible for accepting and eradicating all the load from the building either live load or dead load from a land market building which is strong enough to support it . To determine the soil bearing capacity soil investigation needs to be done so that the building that are above the ground is not decreased (settlelment) is large enough, then the foundation must reach solid ground layer and the bearing capacity of the soil (bearing capacity) are permitted.   Strous foundation and bored pile used if the ground conditions in the bottom of the building does not have sufficient load bearing capacity to carry the load or if the hard soil that has a strong carrying capacity is located very deep from the ground surface. The purpose of this study is to calculate the carrying capacity of Strous Meyerhoff and Begemann on sondir results.
对KADIRI大学LP3M建筑基础的动力分析分析
基础是建筑结构的一部分,它负责接受和消除来自建筑的所有负荷,无论是活载还是来自土地市场建筑的恒载,它的强度足以支撑它。为了确定土壤承载力,需要进行土壤调查,使地面上的建筑物不减少(沉降)足够大,然后地基必须达到坚实的地面层,并且土壤的承载力(承载力)是允许的。如果建筑物底部的地基条件没有足够的承载能力来承载荷载,或者承载能力很强的硬土位于离地面很深的地方,则采用硬地基和钻孔灌注桩。本研究的目的是计算出对sondir结果的承载能力。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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