Analysis of Land Subsidence in Peatlands in the Awareness Area of Pekanbaru, Riau, Indonesia

Kevin Travis, None Izzati Nazra, None John Thor, None William Adam
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Abstract

This study area is administratively located in Parit Indah District, Bukit Raya District, Pekanbaru City, Riau Province. Geographically, the research area is located at coordinates 0° 28' 30.92" N 101° 28' 9.45" E N 0° 27' 25.63" - 101° 29' 47.30" E. The aim of this study was to find out the effect of peat soil types on subsidence. The data collection method in this study was carried out using sieve analysis, water content analysis, specific gravity, subsidence analysis, and soil testing in the laboratory. The effect of peat soil on subsidence has a significant effect between the type of peat and subsidence, the higher the maturity level of the peat, the lower the level of subsidence on peat soil. Based on the results of the study, the soil consolidation test with a depth of 75cm-3m had a soil settlement value of 0.467. It is recommended to do this to reduce the impact of subsidence in the land area such as the research area so that it does not have too much impact on the construction which is carried out by hardening the location using the vertical wick drain method, as well as for building foundations it can be done using chicken claw foundation.
印尼廖内省北干巴鲁意识区泥炭地地面沉降分析
本研究区行政上位于廖内省北干巴鲁市武吉拉雅区Parit Indah区。在地理位置上,研究区位于坐标0°28′30.92”N 101°28′9.45”E N 0°27′25.63”- 101°29′47.30”E,研究泥炭土类型对沉降的影响。本研究的数据收集方法采用筛分分析、含水量分析、比重分析、沉降分析和室内土壤测试。泥炭土对沉降的影响在泥炭类型与沉降之间存在显著影响,泥炭成熟度越高,泥炭土对沉降的影响程度越低。根据研究结果,深度为75cm-3m的固结试验,土壤沉降值为0.467。建议这样做是为了减少研究区等土地区域下沉的影响,使其不会对施工产生太大的影响,施工采用垂直芯排法对位置进行硬化,对于建筑基础则可以采用鸡爪基础。
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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审稿时长
16 weeks
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