Geological and engineering geological characteristics of surface alluviums in the Gorgan city
الموضوعات :
Rasool Yazarloo
1
,
ماشالله خامه چیان
2
,
محمدرضا نیکودل
3
1 - Department of Geology, Faculty of Basic Science, Tarbiat Modares University, Tehran, Iran.
2 - Department of Geology, Faculty of Basic Science, Tarbiat Modares University, Tehran, Iran.
3 - گروه زمین شناسی مهندسی، دانشگاه تربیت مدرس، تهران
تاريخ الإرسال : 08 الخميس , جمادى الثانية, 1442
تاريخ التأكيد : 01 الخميس , شوال, 1442
تاريخ الإصدار : 01 الخميس , شوال, 1442
الکلمات المفتاحية:
Shear strength,
engineering geological characteristics,
Depositional environment,
Gorgan,
ملخص المقالة :
Engineering properties of soils and the 3D modeling of geological formations are widely used in site investigations and the preparation of geological hazard maps. The present study was conducted to characterize the engineering geological properties of the young surface alluviums of the Gorgan city (Iran) to a depth of 25 m and 3D modeling of their geology using boreholes data. To this end, after determining the location of the available boreholes on the aerial map of Gorgan, four hypothetical cross-sections were considered in the North-South and East-West directions. Then, the borehole data were marked on each section and their 2D geological cross-sections were manually drawn using correlation of the similar layers. In the next step, by expanding the information of these sections, a 3D geological model of Gorgan city was prepared using a conceptual-observational method. According to the evidence from the boreholes and field observations, the depositional environment of Gorgan alluviums was an alluvial fan created by the Ziarat River. Additionally, in terms of engineering characteristics of alluviums, the Gorgan subsurface soils can be divided into four engineering units, including upper clay unit (UCU), middle gravel unit (MGU), lower clay unit (LCU), and sandy unit (SU), which share the same engineering characteristics. Finally, the results of tests performed on samples from different depths were employed to calculate the engineering geological characteristics of each unit, including Atterberg limits, compressibility, undrained shear strength, and drained shear strength parameters.
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