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Document Summary

for "Soil Nail Stabilisation For A 14.5m Deep Excavation At Uncontrolled Fill Ground"


Title
Soil Nail Stabilisation For A 14.5m Deep Excavation At Uncontrolled Fill Ground
Author Liew, Shaw-Shong 
Society / Organization DFI 
Summary / Abstract This paper presents the processes of investigation, analysis, design, construction and monitoring of soil nail stabilisation work to facilitate a 14.5 m deep excavation at an uncontrolled fill ground. An extensive instrumentation programme had been implemented to monitor the performance of the stabilisation solution, to provide validation for the designed nail resistance and groundwater variation. From the monitoring results, it was proved that the soil nail stabilisation technique is effective for loose saturated fill provided that substantial care is taken during implementation. Construction difficulties, solutions to overcome the problems and lessons learned will be discussed in the paper. 
Format PDF 
File Size 612.0k 
Specifications v 7.0 / 300 dpi 
Copyright Date 1/1/06 
Publication Date 1/1/06 
Digitization Date 11/29/11 
Book Title 10th International Conference On Piling And Deep Foundations: Amsterdam 2006 
Pages