Pile-Drving Calculations with notes on Driving Forces, and Ground Resistance
Date published

N/A

Price

Standard: £10 + VAT
Members/Subscribers: Free

Back to Previous

Pile-Drving Calculations with notes on Driving Forces, and Ground Resistance

Tag
Author
Date published
N/A
Price

Standard: £10 + VAT
Members/Subscribers: Free

The Structural Engineer
Citation

The Structural Engineer, Volume 8, Issue 8, 1930

Date published

N/A

Citation

The Structural Engineer, Volume 8, Issue 8, 1930

Price

Standard: £10 + VAT
Members/Subscribers: Free

In contrast to driving bearing piles for which the direct resistance below the point often becomes greater than the frictional value that the sides can afford, sheet steel piles encounter the greater proportion of their resistance through friction between the ground and their side surface which is very considerable compared with the sectional area of the solid steel pile which can, however, transmit a very high driving force without becoming deformed.

A. Hiley

Additional information

Format:
PDF
Publisher:
The Institution of Structural Engineers

Tags

Issue 8

Related Resources & Events

The Structural Engineer
<h4>Experimental Structural Engineering with Especial Reference to the Mechanical Solution of Statically</h4>

Experimental Structural Engineering with Especial Reference to the Mechanical Solution of Statically

THEORETICAL DISCUSSION. In 1833 Clapeyron stated his law of general work: “For any frame of constant temperature and acted on by loads which are gradually applied, the actual work produced during deformation is independent of the manner in which these loads are created and is always half as great as ths work otherwise produced by forces retaining their full end values during the entire act of deformation.” H.W. Coultas

Author – Coultas, H W
Price – £10
The Structural Engineer
<h4>Correspondence</h4>

Correspondence

SIR,-Mr. Wollaston, in his letter in the current number of The Structural Engineer, has apparently forgotten the subject of the discussion. His remarks on the distortion of the box are not relative to the point at issue, and I do not propose to follow his lead by entering into a discussion on the distribution of internal stresses in foundation blocks.

Price – £10