PENGARUH PENAMBAHAN SIRTU TERHADAP NILAI CBR SUBGRADE RUAS JALAN KOYA TENGAH DISTRIK MUARA TAMI KOTA JAYAPURA (QUARRY SIRTU HARAPAN KABUPATEN JAYAPURA)

A. Chandra
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Abstract

The problem of the bearing capacity of the subgrade is one of the most important thingsconsidered in a planning and work of a civil building construction. This matterbecause the soil functions as a medium that withstands the load or action of the constructionbuilt on it. Changes in weather and temperature in the field are factors that makeunstable ground. Many stabilizations have been carried out using cement soil, howeverrequires no small cost and also the results of the implementation of the soil stabilizationrelatively short-lived. Therefore, this research was conducted using a mixture ofsirtu with mixed variations of 15%, 20% and 30%. More variety of mixThe added sirtu causes the water content to decrease which will make the power value decreasethe bearing capacity of the soil increases, the value of the plastic limit increases, while the value of the liquid limit and indexthe plasticity of the soil decreases.
路基承载力问题是民用建筑工程规划和施工中要考虑的重要问题之一。这一点很重要,因为土壤是一种介质,可以承受在其上建造的建筑物的载荷或作用。地里天气和温度的变化是造成地面不稳定的因素。使用水泥土进行了许多稳定,但是需要不小的成本,并且实施土壤稳定的结果相对较短。因此,本研究使用混合变化为15%、20%和30%的sirtu进行。掺入更多的混合物,使含水量降低,使土的动力值降低,土的承载能力增加,塑性极限值增加,而液限值和指标降低,土的塑性降低。
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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