Application Study On Non-Destructive Static Test Pile

Deep Foundations Institute
Han Xuanjiang
Organization:
Deep Foundations Institute
Pages:
5
File Size:
458 KB
Publication Date:
Jan 1, 1991

Abstract

Through whole analysis of static testing piles information of a teaching building, this paper put for ward that when the ratioes of unload rebound amount to residual deformation and to total settlement reach the maximum, the testing load is selected as allowable capacity of single pile by camparing with the settlement in the practical engineering, it is proved that this method fits to practice, for other several projects, its also available. Therefore non-destructive testing pile method was improved, so all the tested piles can be reused as engineering piles.
Citation

APA: Han Xuanjiang  (1991)  Application Study On Non-Destructive Static Test Pile

MLA: Han Xuanjiang Application Study On Non-Destructive Static Test Pile. Deep Foundations Institute, 1991.

Export
Purchase this Article for $25.00

Create a Guest account to purchase this file
- or -
Log in to your existing Guest account