Soil Constants for a soldier wall with lagging
Soil Constants for a soldier wall with lagging
(OP)
Its my first time designing a retaining wall and i cant seem to find equations for Ka and Kp. Im using this http: //vlee.utp l.edu.ec/V LEE/LinkCl ick.aspx?f ileticket= piymgNPD1d 4%3D&t abid=142&a mp;mid=520 adobe file to do the design. It seems fairly simple, but they just seem to HAVE these constants...I have an EFP of 40-60pcf a wall height of 12.5 and a top grade of 1/2, how do i come up with the K values?





RE: Soil Constants for a soldier wall with lagging
RE: Soil Constants for a soldier wall with lagging
RE: Soil Constants for a soldier wall with lagging
RE: Soil Constants for a soldier wall with lagging
RE: Soil Constants for a soldier wall with lagging
RE: Soil Constants for a soldier wall with lagging
Civil Engineering Reference Manual for the PE Exam, 10th Edition (Hardcover)
by Michael R. Lindeburg (Author)
RE: Soil Constants for a soldier wall with lagging
RE: Soil Constants for a soldier wall with lagging
If any civil engineering program does not make at least 1 geotech class as mandatory, it shouldn't exist, or be allowed to offer BS in civil engineering degree.
RE: Soil Constants for a soldier wall with lagging