Large Diameter CIDH Construction In Cohesionless Soils By The Use Of Rotator/Ocsillator Techniques: A Case Study - 116th Avenue Bridge Over The Gila River Phoenix, Az.

Deep Foundations Institute
M. Cornelius
Organization:
Deep Foundations Institute
Pages:
7
File Size:
549 KB
Publication Date:
Jan 1, 1999

Abstract

Drilled shaft construction through caving soils has historically been an uncertain, risky and costly operation. Uncertain, because the zone of caving may or may not be known, risky because the loss of a shaft is disastrous, and costly because the Contractor, who faces these risks, must include large sums of money in his bid for shaft wall stabilization techniques. This case study will discuss the stabilization techniques that are typically used within the United States, and then present new technologies, born in Europe, that are being utilized in the States by Malcolm Drilling Company today.
Citation

APA: M. Cornelius  (1999)  Large Diameter CIDH Construction In Cohesionless Soils By The Use Of Rotator/Ocsillator Techniques: A Case Study - 116th Avenue Bridge Over The Gila River Phoenix, Az.

MLA: M. Cornelius Large Diameter CIDH Construction In Cohesionless Soils By The Use Of Rotator/Ocsillator Techniques: A Case Study - 116th Avenue Bridge Over The Gila River Phoenix, Az.. Deep Foundations Institute, 1999.

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