Nilai Tekanan Pengembangan Tanah Ekspansif Ketika Menerima Beban Dan Tanpa Menerima Beban Slab

Cahyo Agung Saputra, Fahira Rhomianti Putri
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Abstract

Expansive soil is a soil that easily shrinks and expands. so that it often causes problems for civil building construction, for example causing road construction to experience damage to cracks, waves, and potholes. holes. This soil has the following characteristics large shrinkage expansion due to changes in pore volume that can cause a lifting force to the existing construction existing construction so that it can cause damage to the construction.  The purpose of this research is to find out how muchvalue of the swelling pressure that occurs when expansive soil is in a loaded and unloaded state.state and without load. This research is the result of combining two studies that are summarized into one. summarized into one, so as to obtain a more in-depth analysis. The form of this research is experiment with the material used  expansive soil taken from Sambungmacan, Sragen, Central Java. Central Java.  Test equipment main test equipment used in this test is in the form of test box made of steel. The soil expansive soil is then compacted inside the test box. Then expansive soil is then gradually little by little moistened with water until it reaches maximum water content to determine the swelling pressure that occurs. The results showed that the value of the swelling pressure values that occur have fluctuating values
受荷载和不受板荷载时膨胀土的膨胀压力值
膨胀土是一种容易收缩和膨胀的土壤,因此经常会给民用建筑施工带来问题,例如导致道路施工出现裂缝、波浪和坑洞等损坏。这种土壤具有以下特点:由于孔隙体积的变化而产生较大的收缩膨胀,会对现有建筑产生提升力,从而对建筑造成破坏。 本研究的目的是了解膨胀性土壤在加载和卸载状态以及无加载状态下的膨胀压力值。本研究是将两项研究汇总为一项的结果,以便获得更深入的分析。本研究的形式是使用取自中爪哇 Sambungmacan、Sragen 的膨胀土作为材料进行实验。中爪哇。 试验设备 本次试验使用的主要试验设备为钢制试验箱。然后将膨胀土压实在试验箱内。然后将膨胀土逐渐加水湿润,直至达到最大含水量,以确定发生的膨胀压力。结果表明,发生的膨胀压力值具有波动性
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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