A copy of this work was available on the public web and has been preserved in the Wayback Machine. The capture dates from 2018; you can also visit the original URL.
The file type is
To explore the reliability of karst roadbed of expressway reinforced by root piles, a field load test was conducted at a typical karst roadbed section, through which the bearing capacity features of single root pile and features as well as intensity parameter of bearing capacity of soil foundation between root piles were collected. Secondly, the construction of reinforced karst roadbed was numerically simulated and analyzed. Research demonstrated that: the field load test confirms bearingfatcat:nxierpr4ove4jcjnotbcobmkvu