Improving agreement between static method and dynamic formula for driven cast-in-place piles : [technical brief].

Long, James H.; Wisconsin Highway Research Program

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Improving agreement between static method and dynamic formula for driven cast-in-place piles : [technical brief].

2013-08-01
By Long, James H.

[PDF-284.89 KB]

English

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Details:

Creators:

Long, James H.
Corporate Creators:

Wisconsin Highway Research Program
Subject/TRT Terms:

[+]

Bearing Capacity Cast In Place Structures Dynamic Models Formulas Length Load Factor Pile Driving Piles (Supports)
Publication/ Report Number:

No. 0092-10-09
Resource Type:

Tech Report
Geographical Coverage:

Wisconsin
Corporate Publisher:

Wisconsin. Dept. of Transportation
Abstract:

Many transportation facility structures in Wisconsin are founded on driven round, closed-end, steel, pipe piles. The piles are driven to capacity and then filled with concrete. The Wisconsin Department of Transportation (WisDOT) has designed and driven many of these pipe piles using the Load Factor Design (LFD) methodology. WisDOT’s experience indicates that design pile length estimations have generally been fairly accurate when compared to driven pile lengths. Driven lengths have been determined based on penetration resistance measured in the field using the Wisconsin-modified Engineering News (EN) driving formula, as described in Section 508 of the Standard Specifications for Highway and Structure Construction.
Format:

PDF
Collection(s):

US Transportation Collection
Main Document Checksum:

[+]

urn:sha256:419507f60236d80f0a26c543449dd013e4926a46b551da7c9357285b95a31c36
Download URL:

https://rosap.ntl.bts.gov/view/dot/26576/dot_26576_DS1.pdf
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Improving agreement between static method and dynamic formula for driven cast-in-place piles : [technical brief].

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