Response of Rubble Foundation to Dynamic Loading

H. F. Burcharth; Lars Bo Ibsen

Response of Rubble Foundation to Dynamic Loading

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Abstract

The soil beneath vertical monolithic structures is subjected to a combination of static load due to the submerged weight of the structure and stochastic non-stationary loads as a result of the wave loads on the vertical wall. The stress conditions in the soil below a foundation exposed to both static and stochastic varying loadings (horizontal, vertical and moment) are very complex.

Original language	English
Title of host publication	Proceedings of Workshop MAST 2 Project CT92-0047 on Monolithic Coastal Structures : Madrid, October 1993
Number of pages	16
Publication date	1993
Publication status	Published - 1993
Event	First Project Workshop (MAST 2/MCS-Project) - Madrid, Spain Duration: 12 Oct 1993 → 13 Oct 1993

Conference

Conference	First Project Workshop (MAST 2/MCS-Project)
Country/Territory	Spain
City	Madrid
Period	12/10/1993 → 13/10/1993

Bibliographical note

PDF for print: 16 pp.

Keywords

Rubble Foundation
Dynamic Loadings
Monolithic Structures
Load Modelling
Irregular Loadings

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Response of Rubble Foundation to Dynamic LoadingSubmitted manuscript, 3.68 MB

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Cite this

@inproceedings{5ce515209c2d11db8ed6000ea68e967b,

title = "Response of Rubble Foundation to Dynamic Loading",

abstract = "The soil beneath vertical monolithic structures is subjected to a combination of static load due to the submerged weight of the structure and stochastic non-stationary loads as a result of the wave loads on the vertical wall. The stress conditions in the soil below a foundation exposed to both static and stochastic varying loadings (horizontal, vertical and moment) are very complex.",

keywords = "Rubble Foundation, Dynamic Loadings, Monolithic Structures, Load Modelling, Irregular Loadings, Rubble Foundation, Dynamic Loadings, Monolithic Structures, Load Modelling, Irregular Loadings",

author = "Burcharth, {H. F.} and Ibsen, {Lars Bo}",

note = "PDF for print: 16 pp. ; First Project Workshop (MAST 2/MCS-Project) ; Conference date: 12-10-1993 Through 13-10-1993",

year = "1993",

language = "English",

booktitle = "Proceedings of Workshop MAST 2 Project CT92-0047 on Monolithic Coastal Structures",

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AU - Burcharth, H. F.

AU - Ibsen, Lars Bo

N1 - PDF for print: 16 pp.

PY - 1993

Y1 - 1993

N2 - The soil beneath vertical monolithic structures is subjected to a combination of static load due to the submerged weight of the structure and stochastic non-stationary loads as a result of the wave loads on the vertical wall. The stress conditions in the soil below a foundation exposed to both static and stochastic varying loadings (horizontal, vertical and moment) are very complex.

AB - The soil beneath vertical monolithic structures is subjected to a combination of static load due to the submerged weight of the structure and stochastic non-stationary loads as a result of the wave loads on the vertical wall. The stress conditions in the soil below a foundation exposed to both static and stochastic varying loadings (horizontal, vertical and moment) are very complex.

KW - Rubble Foundation

KW - Dynamic Loadings

KW - Monolithic Structures

KW - Load Modelling

KW - Irregular Loadings

KW - Rubble Foundation

KW - Dynamic Loadings

KW - Monolithic Structures

KW - Load Modelling

KW - Irregular Loadings

M3 - Article in proceeding

BT - Proceedings of Workshop MAST 2 Project CT92-0047 on Monolithic Coastal Structures

T2 - First Project Workshop (MAST 2/MCS-Project)

Y2 - 12 October 1993 through 13 October 1993

ER -