基于CBR实验室和MOROTAI UNIPAS校园路的CBR场测试的基础土壤支持分析

Q4 Mathematics
Fitro Darwis, Elfira Resti Mulya
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引用次数: 1

摘要

陆地交通的发展,在这种情况下,高速公路在莫罗泰岛摄政,目前是非常快的。计划修建新路的道路之一是Unipas Morotai校园路段。到目前为止,Morotai Island Regency的新道路建设还没有通过测试路基状况和基础土强度的调查来进行优化。本研究的目的是通过直接现场测试和实验室测试来确定Unipas Morotai校园道路的路基承载能力,以规划路面厚度。结果表明:3个样点土壤类型均为壤土,田间含水量较高,在30 ~ 35%之间;点01的实验室CBR值为33%,点2为28%,点3为49%。试验结果表明,在CBR> 5%的路面上,路基满足路基要求。6个测点现场实测CBR值变化范围为4.64% ~ 6.96%。这些结果表明,从实验室测试结果来看,路基在01点和04点CBR> 5%的路面上满足路基要求。另外4个点不符合CBR值,需要在现场进行特殊压实。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
ANALISIS DAYA DUKUNG TANAH DASAR BERDASARKAN UJI CBR LABORATORIUM DAN UJI CBR LAPANGAN PADA RUAS JALAN KAMPUS UNIPAS MOROTAI
The development of land transportation, in this case the highway in Morotai Island Regency, is currently very fast. One of the roads planned for the construction of a new road is the Unipas Morotai Campus Road Section. So far, the construction of new roads in Morotai Island Regency has not been optimally carried out by a survey to test the condition of the subgrade and the strength of the base soil. The purpose of this study was to determine the carrying capacity of the subgrade for the purpose of planning pavement thickness on the Unipas Morotai campus road through direct field testing with laboratory testing. The results showed that the soil types in the 3 sampling locations were loamy soils with high water content in the field between 30-35%. The laboratory CBR value at point 01 is 33%, point 2 is 28% and point 3 is 49%. These results indicate that from the results of laboratory testing, subgrade fulfills the requirements as a subgrade on road pavement where CBR> 5%. The CBR value of the field tested at point 6 test points gave a varied value of 4.64% -6.96%. These results indicate that from the lab test results, subgrade fulfills the requirements as a subgrade on the pavement where CBR> 5% at point 01 , and point 04. Meanwhile, the other 4 points did not meet their CBR values so that special compaction was needed in the field.. 
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来源期刊
AIUB Journal of Science and Engineering
AIUB Journal of Science and Engineering Mathematics-Mathematics (miscellaneous)
CiteScore
1.00
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3
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