Failure Conditions in Infinite Slopes and the Resulting Soil Pressures
Language: English
Published by Forgotten Books, 2024
- Softcover
- New
Seller: Forgotten Books, London, United KingdomForgotten Books
AbeBooks seller since June 2, 2021
Condition: New
£ 13.41
Quantity: Over 20 available
Add to basketItem description from seller
Print on Demand. This book presents a substantial refinement of soil stress calculation, extending the theories put forth by Rankine over a century ago. Through a combination of classic assumptions and the author's work, the book presents new equations that consider factors including seepage forces and plane orientation. The equations presented have tangible applications for many industries and disciplines. They can be used to predict soil pressures against structures such as retaining walls and to predict the depth and pressure at which soil masses will fail. The book has particular relevance to mountainous lands and steep slopes. It contains tables of dimensional and nondimensional formulations, making it accessible to a wide range of professionals and academics. The author's work significantly extends the historical basis for calculating earth pressure and provides new tools for geotechnical engineers. This book is a reproduction of an important historical work, digitally reconstructed using state-of-the-art technology to preserve the original format. In rare cases, an imperfection in the original, such as a blemish or missing page, may be replicated in the book.…
Seller Inventory # 9781334208713_0
- Title
- Failure Conditions in Infinite Slopes and the Resulting Soil Pressures
- Author
- William S. Hartsog, Glen L. Martin
- Publisher
- Forgotten Books
- Publication year
- 2024
- Condition
- New
- Book Type
- print-on-demand item
- Binding
- Paperback
- Language
- English
- ISBN 10
- 1334208719
- ISBN 13
- 9781334208713
- Seller catalogs
- General Engineering
Beginning with Rankine more than a century ago, scientists and engineers alike have sought to improve techniques for calculating soil pressures beneath the earth's surface. This capability has been important not only for predicting soil pressures against structures such as retaining walls and foundations, but also for predicting the depths and pressures at which soil masses will fail when disturbed by either man or nature.
This paper, based on Rankine's classic assumptions and the contributions of others, offers some additional refinements for calculating soil pressures. The equations have particular relevance to much of the steep, mountainous lands managed by the usda Forest Service, particularly the Idaho Batholith, where Intermountain Station engineers and scientists are studying slope stability and erosion problems.
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.
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Forgotten Books
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Forgotten Books’ Classic Reprint Series utilizes the latest technology to regenerate facsimiles of historically important writings. Careful attention has been made to accurately preserve the original format of each page whilst digitally enhancing the quality of the aged text.
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Forgotten Books publishes hundreds of thousands of rare and classic books.
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.
This text has been digitally restored from a historical edition. Some errors may persist, however we consider it worth publishing due to the work's historical value.
The digital edition of all books may be viewed before purchase if you request a sample.
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