A Procedure for Predicting Micropile Resistance for Earth Slope Stabilization

Author:

Boeckmann Andrew,Loehr J. Erik

Publisher

American Society of Civil Engineers

Reference4 articles.

1. Boeckmann A.Z. (2006). Load Transfer in Micropiles for Slope Stabilization from Tests of Large-scale Physical Models. MS Thesis Dept. of Civil and Environmental Engineering University of Missouri Columbia Missouri 244 p.

2. Bozok O. (2009). Response of Micropiles in Earth Slopes from Large-scale Physical Model Tests. MS Thesis Dept. of Civil and Environmental Engineering University of Missouri Columbia Missouri 303 p.

3. Isenhower W.M. (1999). "Analysis of Pile Groups Subjected to Deep-seated Soil Displacements " Analysis Design Construction and Testing of Deep Foundations Proceedings of the OTRC '99 Conference ASCE pp. 150-164.

4. Loehr J.E. and Brown D. (2008). "A Method for Predicting Mobilization of Resistance for Micropiles Used in Slope Stabilization Applications" Report submitted to the joint ADSC: The International Association of Foundation Drilling/Deep Foundations Institute Micropile Committee 69 p.

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