Pohll, G. M., Carroll, R. W., Reeves, D. M., Parashar, R., Muhunthan, B., Thiyagarjah, S., Badger, T., Lowell, S., & Willoughby, K. A. (2013). Design guidelines for horizontal drains used for slope stabilization (Report No. WA-RD 787.1). Washington (State). Dept. of Transportation. Office of Research and Library Services. https://rosap.ntl.bts.gov/view/dot/25843
Pohll, Greg M., Rosemary W.H. Carroll, Donald M. Reeves, Rishi Parashar, Balasingam Muhunthan, Sutharsan Thiyagarjah, Tom Badger, Steve Lowell, and Kim A. Willoughby. Design guidelines for horizontal drains used for slope stabilization. Report no. WA-RD 787.1. Washington (State). Dept. of Transportation. Office of Research and Library Services, 2013. https://rosap.ntl.bts.gov/view/dot/25843.
Pohll, Greg M., et al. Design guidelines for horizontal drains used for slope stabilization. Washington (State). Dept. of Transportation. Office of Research and Library Services, 2013, Report no. WA-RD 787.1, ROSA P. https://rosap.ntl.bts.gov/view/dot/25843.
The presence of water is one of the most critical factors contributing to the instability of hillslopes. A common
;
solution to stabilize hillslopes is installation of horizontal drains to decrease the elevation of the water table
;
surface. Lowering the water table dries a large portion of the hillslope which increases the shear strength of the
;
soil, thereby decreasing the probability of slope failure The purpose of this manual is to provide a single
;
comprehensive reference for geotechnical engineers and hydrogeologists on designing horizontal drainage
;
systems to improve slope stability. Guidelines are provided for translational and rotational failure and consider
;
fractured systems. Basics of hydrogeologic and geotechnical terminology, site characterization and
;
conceptualization, groundwater modeling techniques and template projects help to guide the user with respect
;
to identifying important parameters to drainage design. An iterative approach is presented for determining the
;
minimum drain construction to lower water levels enough to keep the factor of safety (FOS) greater than 1.2.
Pohll, G. M., Carroll, R. W., Reeves, D. M., Parashar, R., Muhunthan, B., Thiyagarjah, S., Badger, T., Lowell, S., & Willoughby, K. A. (2013). Design guidelines for horizontal drains used for slope stabilization (Report No. WA-RD 787.1). Washington (State). Dept. of Transportation. Office of Research and Library Services. https://rosap.ntl.bts.gov/view/dot/25843
Pohll, Greg M., Rosemary W.H. Carroll, Donald M. Reeves, Rishi Parashar, Balasingam Muhunthan, Sutharsan Thiyagarjah, Tom Badger, Steve Lowell, and Kim A. Willoughby. Design guidelines for horizontal drains used for slope stabilization. Report no. WA-RD 787.1. Washington (State). Dept. of Transportation. Office of Research and Library Services, 2013. https://rosap.ntl.bts.gov/view/dot/25843.
Pohll, Greg M., et al. Design guidelines for horizontal drains used for slope stabilization. Washington (State). Dept. of Transportation. Office of Research and Library Services, 2013, Report no. WA-RD 787.1, ROSA P. https://rosap.ntl.bts.gov/view/dot/25843.
ROSA P serves as an archival repository of USDOT-published products including scientific
findings, journal articles, guidelines, recommendations, or other information authored or co-authored by
USDOT or funded partners. As a repository, ROSA P retains documents in their original published format to
ensure public access to scientific information.
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