✦ LIBER ✦

Stability of cohesionless partially submerged slopes

✍ Scribed by R. Baker; R. Shukha; D. Leshchinsky

Publisher: John Wiley and Sons
Year: 2005
Tongue: English
Weight: 445 KB
Volume: 29
Category: Article
ISSN: 0363-9061
DOI: 10.1002/nag.449

No coin nor oath required. For personal study only.

📜 SIMILAR VOLUMES

The dynamic stability of submerged sand

The dynamic stability of submerged sand slopes

✍ N. N. Maslov; V. A. Kanan 📂 Article 📅 1970 🏛 Springer 🌐 English ⚖ 271 KB

Seismic response of saturated cohesionle

Seismic response of saturated cohesionless slopes

✍ G Biondi; E Cascone; M Maugeri; E Motta 📂 Article 📅 2000 🏛 Elsevier Science 🌐 English ⚖ 265 KB

The serviceability of a slope after an earthquake is controlled by deformations, consequently a stability analysis that predicts slope displacements is desirable. In cohesionless satured slopes the seismic loading may produce an increase in pore pressures, which in turn, reduces signi®cantly the ef

Failure of a partially submerged rock sl

Failure of a partially submerged rock slope with particular references to the Vajont rock slide

✍ J.A. Corbyn 📂 Article 📅 1982 🏛 Elsevier Science 🌐 English ⚖ 302 KB 👁 4 views

In-situ strength tests of coarse, cohesi

In-situ strength tests of coarse, cohesionless debris on scree slopes

✍ H.M. Blijenberg 📂 Article 📅 1995 🏛 Elsevier Science 🌐 English ⚖ 782 KB

Static stability of submerged partial re

Static stability of submerged partial revetment structures under regular and irregular waves

✍ K Günaydın; M.S Kabdaşlı 📂 Article 📅 2003 🏛 Elsevier Science 🌐 English ⚖ 161 KB

Physical models of submerged partial revetment structures were built on natural beach sand with a diameter of 0.35 mm and specific gravity of 2.63. The armor units, the diameter and specific gravity of which varied in the range of 8.5-67.95 mm and 1.81-2.77 respectively, were placed only on wave bre

Stability analysis of reinforced slopes

✍ J.R. Greenwood; M. Zytynski 📂 Article 📅 1993 🏛 Elsevier Science 🌐 English ⚖ 411 KB