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Author: William Cain
Publisher:
ISBN:
Category : Retaining walls
Languages : en
Pages : 238
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Book Description
Author: William Cain
Publisher:
ISBN:
Category : Retaining walls
Languages : en
Pages : 238
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Book Description
Author: William Cain
Publisher: Forgotten Books
ISBN: 9780282476519
Category : Technology & Engineering
Languages : en
Pages : 186
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Book Description
Excerpt from Practical Designing of Retaining Walls T he practical tables given in this chapterare for the first time published in this coun try, aud they are believed to be of great value. About the Publisher Forgotten Books publishes hundreds of thousands of rare and classic books. Find more at www.forgottenbooks.com This book is a reproduction of an important historical work. Forgotten Books uses state-of-the-art technology to digitally reconstruct the work, preserving the original format whilst repairing imperfections present in the aged copy. In rare cases, an imperfection in the original, such as a blemish or missing page, may be replicated in our edition. We do, however, repair the vast majority of imperfections successfully; any imperfections that remain are intentionally left to preserve the state of such historical works.
Author: William Cain
Publisher: Forgotten Books
ISBN: 9780331381122
Category : Technology & Engineering
Languages : en
Pages : 196
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Book Description
Excerpt from Practical Designing of Retaining Walls: With Appendices on Stresses in Masonry Dams The design of five different types of retaining-walls is given in detail not only for a horizontal earth surface but likewise for the earth surface at the angle of repose. The tables, giving ratio of base to height, ' for the most familiar types of walls, should prove especially valuable to constructors. About the Publisher Forgotten Books publishes hundreds of thousands of rare and classic books. Find more at www.forgottenbooks.com This book is a reproduction of an important historical work. Forgotten Books uses state-of-the-art technology to digitally reconstruct the work, preserving the original format whilst repairing imperfections present in the aged copy. In rare cases, an imperfection in the original, such as a blemish or missing page, may be replicated in our edition. We do, however, repair the vast majority of imperfections successfully; any imperfections that remain are intentionally left to preserve the state of such historical works.
Author: George Paaswell
Publisher: Forgotten Books
ISBN: 9781528287920
Category : Technology & Engineering
Languages : en
Pages : 300
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Book Description
Excerpt from Retaining Walls: Their Design and Construction The presentation Of another book on retaining walls is made with the plea that it is essentially a text on the design and con struction Of retaining walls. The usual text on this subject places much emphasis upon the determination of the lateral thrust Of the retained earth; the design and construction Of the wall itself is subordinated to this analysis. Without gainsaying the importance Of the proper analysis Of the action Of earth masses, it is felt that such is properly Of secondary importance in comparison with the design Of the wall itself and the study Of the practical problems involved in its construction. It is the purpose Of the first chapter to present the existing theories Of lateral earth pressure and then to attempt to codify such theories evolving a simple, yet well-founded expression for the thrust. An attempt is made to continue this codification throughout the theories Of retaining wall design so that a direct and continu ous analysis may be made Of a wall from the preliminary selection Of the type to the finished section. Such mathematical work as is presented is given with this essential Object in view. About the Publisher Forgotten Books publishes hundreds of thousands of rare and classic books. Find more at www.forgottenbooks.com This book is a reproduction of an important historical work. Forgotten Books uses state-of-the-art technology to digitally reconstruct the work, preserving the original format whilst repairing imperfections present in the aged copy. In rare cases, an imperfection in the original, such as a blemish or missing page, may be replicated in our edition. We do, however, repair the vast majority of imperfections successfully; any imperfections that remain are intentionally left to preserve the state of such historical works.
Author: Thomas Everit Coleman
Publisher:
ISBN:
Category : Civil engineering
Languages : en
Pages : 234
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Book Description
Author: William Cain
Publisher:
ISBN:
Category : Retaining walls
Languages : en
Pages : 194
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Book Description
Author: William Cain
Publisher: Theclassics.Us
ISBN: 9781230207049
Category :
Languages : en
Pages : 30
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Book Description
This historic book may have numerous typos and missing text. Purchasers can usually download a free scanned copy of the original book (without typos) from the publisher. Not indexed. Not illustrated. 1914 edition. Excerpt: ...0 and G acts downwards. Call the angle that AC makes with the horizontal y, and the angle FAC, ft. On drawing the parallelogram o forces as shown, we have, since E and G are proportional to the sines of the opposite angles in the triangle ONL, E _ sin ONL G sin NLO It is easily seen from the figure that ONL = y--, and that NLO = $ + ft-f f' hence the above general relation becomes, E __ sin (/--f).j. G sin ( + + ft);' Now, if we conceive the plane AC, always passing through the point A, to vary its position, that value of E, corresponding to the greatest value obtained by the construction above, is the thrust actually exerted against the wall; for, if AC is the plane of rupture corresponding to this greatest trial thrust, any less value of the resistance of the wall E will cause S to make an angle greater than f with the normal to AC, which (Art. 21) is inconsistent with the law of stability of a granular mass (also see Art. 25): hence the least thrust consistent with equilibrium corresponds to the greatest value of.Ethus obtained; and this is the actual active thrust exerted against the wall, when the wall simply resists the tendency to overturning or sliding on its base, caused by the tendency of the prism of rupture to descend. If there is a thrust exerted on the wall towards the earth, from any external force acting on the left of the wall; from left to right; then, if this be supposed to increase gradually, the active thrust of the earth on the right is first overcome; then, as the external force increases, the directions of S, on all planes as AC, approach the normals to those planes, pass them, and finally the full passive resistance of some prism of earth to sliding upwards along its base is brought into play. The...
Author: William Cain
Publisher:
ISBN:
Category : Retaining walls
Languages : en
Pages : 169
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Book Description
Author: William Cain
Publisher:
ISBN:
Category : Retaining walls
Languages : en
Pages : 169
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Book Description
Author: Professor William Cain
Publisher: Palala Press
ISBN: 9781356896738
Category :
Languages : en
Pages : 192
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Book Description
This work has been selected by scholars as being culturally important, and is part of the knowledge base of civilization as we know it. This work was reproduced from the original artifact, and remains as true to the original work as possible. Therefore, you will see the original copyright references, library stamps (as most of these works have been housed in our most important libraries around the world), and other notations in the work.This work is in the public domain in the United States of America, and possibly other nations. Within the United States, you may freely copy and distribute this work, as no entity (individual or corporate) has a copyright on the body of the work.As a reproduction of a historical artifact, this work may contain missing or blurred pages, poor pictures, errant marks, etc. Scholars believe, and we concur, that this work is important enough to be preserved, reproduced, and made generally available to the public. We appreciate your support of the preservation process, and thank you for being an important part of keeping this knowledge alive and relevant.