✦ LIBER ✦

New system of pile-driving

✍ Scribed by C.

Publisher: Elsevier Science
Year: 1878
Tongue: English
Weight: 57 KB
Volume: 105
Category: Article
ISSN: 0016-0032
DOI: 10.1016/0016-0032(78)90242-9

No coin nor oath required. For personal study only.

✦ Synopsis

~e~ ~'ystem of New System of Pfle-Driving.--Messrs. Stoecklin and Vetillart, in their works for enlarging the harbor of Calais, found great difficulty in sinking the piles and plankings through the fine, moist beach-sand. The use of water to facilitate the penetration of broken iron piles, suggested its use on the outside and in advance of the wooden logs that they were using. By the help of two hand-pumps

📜 SIMILAR VOLUMES

Dynamic pile response using two pile-dri

Dynamic pile response using two pile-driving techniques

✍ A Benamar 📂 Article 📅 2000 🏛 Elsevier Science 🌐 English ⚖ 178 KB

Numerical studies of vibratory pile driv

Numerical studies of vibratory pile driving

✍ I. M. Smith; P. To 📂 Article 📅 1988 🏛 John Wiley and Sons 🌐 English ⚖ 529 KB

Prediction of ground vibrations caused b

Prediction of ground vibrations caused by pile driving: A new methodology

✍ D. Jongmans 📂 Article 📅 1996 🏛 Elsevier Science 🌐 English ⚖ 710 KB

Estimates of ground motion generated during pile driving are usually made through empirical relationships and, more recently, using databases and expert systems. Vibration amplitudes, durations and waveforms, however, strongly depend on the geometry and the dynamic properties of the layers at a giv

Modelling of vibratory pile driving in s

Modelling of vibratory pile driving in sand

✍ Daniel Wong; Michael W. O'Neill; C. Vipulanandan 📂 Article 📅 1992 🏛 John Wiley and Sons 🌐 English ⚖ 923 KB

Driving chemical through piles

✍ R.H.O. 📂 Article 📅 1938 🏛 Elsevier Science 🌐 English ⚖ 120 KB

Pile driving by numerical cavity expansi

Pile driving by numerical cavity expansion

✍ Mabsout, Mounir E.; Sadek, Salah M.; Smayra, Toufic E. 📂 Article 📅 1999 🏛 John Wiley and Sons 🌐 English ⚖ 457 KB 👁 1 views

A cavity expansion procedure for the simulation of pile driving is presented and assessed in this paper. The analysis uses a non-linear "nite-element model and the penetration of the pile into the soil is simulated by a radial opening of the soil around the pile. The case of a pile advanced by expan