Anderson, J. Brian

UNCC

There are 2 item/s.

Title	Date	Views	Brief Description
Evaluation of the lateral response of micropiles via full scale load testing	2011	6277	Micropiles are a relatively new deep foundation technology in the United States. As an alternative to driven piles or drilled shafts, micropiles can provide substantial support while minimizing cost, environmental impact, and harmful construction vib...
Insitu determination of residual soil shear strength parameters using the standard penetration test with torque	2010	9349	Residual soils are found throughout the world and often behave differently than transported soils. Residual soils are identified as materials developed from the insitu weathering of rock that has remained in the location of its origin as opposed to t...