Liu Feng. Project Case of Pumping Test in Loess Area[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2013, 27(6): 292-295,300. doi: 10.3969/j.issn.1007-2993.2013.06.006
Citation:
Liu Feng. Project Case of Pumping Test in Loess Area[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2013, 27(6): 292-295,300. doi: 10.3969/j.issn.1007-2993.2013.06.006
Liu Feng. Project Case of Pumping Test in Loess Area[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2013, 27(6): 292-295,300. doi: 10.3969/j.issn.1007-2993.2013.06.006
Citation:
Liu Feng. Project Case of Pumping Test in Loess Area[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2013, 27(6): 292-295,300. doi: 10.3969/j.issn.1007-2993.2013.06.006
In this paper, methods to measure the permeability coefficient and its radius of influence are introduced by a pumping test in loess area.A new method is proposed for the permeability coefficient in loess area and its arrangement of observation wells.This work has some guidance for the excavation dewatering.