Difficulties In Caisson Construction

Deep Foundations Institute
Ronnie W. Sisk
Organization:
Deep Foundations Institute
Pages:
10
File Size:
1246 KB
Publication Date:
Jan 1, 1988

Abstract

1. Troubles start early - Inadequate Geotechnical Data A. Owners think they are saving money by allowing limited soil borings at their site. This places a high gamble on the bidders and the Lump Sum Price will be higher. B. Inaccurate elevations on soil reports. a. Surprises in depths - over or under design bid bottom elevations. 1. Requires backfill and extraction of casing that is too short for the greater depth of the drilled shaft. 2. Redrill utilizing longer casings. 3. Softer earth (backfill) can cause difficulties in redrilling such as less quantity extracted on the auger and maintaining plumbness. 4. Greater concrete overrun. b. Extreme under depths. 1. Excessive concrete is placed as a result of planning for a deeper shaft. c. Geotechnical report that does not supply a layout of boring locations. d. Design Engineer does not have a basic knowledge of how a caisson is installed.
Citation

APA: Ronnie W. Sisk  (1988)  Difficulties In Caisson Construction

MLA: Ronnie W. Sisk Difficulties In Caisson Construction. Deep Foundations Institute, 1988.

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