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首页> 外文期刊>Open Journal of Geology >Geomorphological, Geological and Engineering Geological Aspects for Sustainable Urban Planning of Mymensingh City, Bangladesh
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Geomorphological, Geological and Engineering Geological Aspects for Sustainable Urban Planning of Mymensingh City, Bangladesh

机译:孟加拉国迈曼辛格市可持续城市规划的地貌,地质和工程地质方面

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Geomorphological, geological and engineering geological information is used as the base data to characterize the subsurface condition and for sustainable urban planning and development of the rapidly expanding Mymensingh city. Extensive field work has been completed to get the realistic scenario, data and samples have been collected from surface and subsurface with auguring and geotechnical boring. The laboratory tests have been performed following standard laboratory procedures. Geomorphologically the area is broadly classified into Older Floodplain or Mymensingh Terrace and Younger Floodplain. These two flood plains are separated by Old Brahmaputra River. Geologically the area is mainly covered by the recent alluvial flood plain deposits which are underlain by the Pleistocene Madhupur clay deposits. The Younger Flood Plain deposit consists of mainly unconsolidated fine to medium sands with some silt and clay whereas the Older Flood Plain deposits are mainly consisting of silty clay and fine to medium sand. Moderately compacted sediments of older flood plain deposit are suitable for urban development. Based on geotechnical characteristics and the N values (blow counts of Spontaneous Penetration Test, SPT) of the subsurface sediments, the study area is classified into four Engineering Geological Units. Unit I indicates loose soil and is suitable for shallow foundation. Unit II is indicating compact soil packing; N value of these two units increase with depth and would be good for heavy foundation. Unit III is suitable for shallow structures. Unit IV, which is composed of mostly clay, silty clay and sand with highly compressive organic clay, is recommended to avoid any heavy construction and could be used as open place, water retaining zone etc. Beside the geological and engineering geological study details hydrology and hydrogeological and a systematic study on seismic hazards are strongly recommended before planning of urban area.
机译:地貌,地质和工程地质信息被用作表征地下条件的基础数据,并用于快速发展的迈门辛格市的可持续城市规划和发展。为了获得实际的情况,已经完成了广泛的现场工作,并通过钻探和岩土钻探从地表和地下收集了数据和样本。实验室测试已按照标准实验室程序进行。从地貌上看,该地区大致分为旧洪泛区或迈门辛格台地和较新洪泛区。这两个洪泛平原被老布拉马普特拉河隔开。在地质上,该地区主要被最近的冲积洪泛平原沉积物覆盖,这些沉积物位于更新世的Madhupur粘土沉积物之下。较年轻的洪泛平原沉积物主要由未固结的细砂至中型砂和一些粉砂和粘土组成,而较旧的洪泛平原沉积物主要由粉质粘土和细至中砂组成。较老的洪泛平原沉积物的中等压实沉积物适合城市发展。根据岩土工程特征和地下沉积物的N值(自发渗透测试的吹塑计数),将研究区域分为四个工程地质单位。第一单元表示松散的土壤,适用于浅层基础。第二单元表示紧密的土壤填充;这两个单位的N值随深度增加而增加,这对于厚实的基础是有利的。 III单元适用于浅层结构。推荐第四单元,该单元主要由粘土,粉质粘土和沙子以及高度压缩的有机粘土组成,应避免进行繁重的施工,并可用作露天场所,保水区等。地质和工程地质研究详细介绍了水文和在规划市区之前,强烈建议进行水文地质学和系统的地震灾害研究。

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