Procedural manual for preliminary soil survey.
(eBook)
Contributors
Published
[Denver, Colo.] : Colorado Division of Highways, 1974.
Physical Desc
1 online resource (33 pages) : illustrations, maps
Status
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Format
eBook
Language
English
Notes
General Note
1974-3 handwritten on cover.
General Note
"December 1974." -- Footer.
Description
This set of guidelines generally follows current practice in the Division for obtaining soil profiles and is intended to establish standardized procedures for use by the District Materials Sections in the performance of uniform and adequate soils investigations. It is not design manual. The recommendations presented herein are oriented toward the solution of such problems as pavement design, slope design, slope appearance, cost, landslides, embankment subsidence and settlement, excavation characteristics, expansive materials, drainage, and compaction characteristics. All of these problems are directly related to the character and distribution of soil and rock bodies both inside and out-side of the right-of-way, and to the influence of-surface and sub-surface water on these materials. With the proper amount and kind of samples and field information, the designers are provided with data denoting the types of materials to be encountered, the vertical and horizontal boundaries of the changes in these materials, and their strength and deformation characteristics. Adequate preliminary investigation will help prevent uneconomical over design and unforeseen failure resulting from under design.
Citations
APA Citation, 7th Edition (style guide)
(1974). Procedural manual for preliminary soil survey . Colorado Division of Highways.
Chicago / Turabian - Author Date Citation, 17th Edition (style guide)1974. Procedural Manual for Preliminary Soil Survey. Colorado Division of Highways.
Chicago / Turabian - Humanities (Notes and Bibliography) Citation, 17th Edition (style guide)Procedural Manual for Preliminary Soil Survey Colorado Division of Highways, 1974.
MLA Citation, 9th Edition (style guide)Procedural Manual for Preliminary Soil Survey Colorado Division of Highways, 1974.
Note! Citations contain only title, author, edition, publisher, and year published. Citations should be used as a guideline and should be double checked for accuracy. Citation formats are based on standards as of August 2021.
Staff View
Grouped Work ID
0176639f-ec32-e6a1-95e0-f5feb592727e-eng
Grouping Information
Grouped Work ID | 0176639f-ec32-e6a1-95e0-f5feb592727e-eng |
---|---|
Full title | procedural manual for preliminary soil survey |
Author | colorado |
Grouping Category | book |
Last Update | 2022-09-06 14:59:01PM |
Last Indexed | 2024-03-28 23:03:39PM |
Book Cover Information
Image Source | default |
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First Loaded | Sep 8, 2022 |
Last Used | Mar 22, 2024 |
Marc Record
First Detected | Sep 06, 2022 02:59:21 PM |
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Last File Modification Time | Sep 06, 2022 02:59:21 PM |
MARC Record
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500 | |a 1974-3 handwritten on cover. | ||
500 | |a "December 1974." -- Footer. | ||
520 | |a This set of guidelines generally follows current practice in the Division for obtaining soil profiles and is intended to establish standardized procedures for use by the District Materials Sections in the performance of uniform and adequate soils investigations. It is not design manual. The recommendations presented herein are oriented toward the solution of such problems as pavement design, slope design, slope appearance, cost, landslides, embankment subsidence and settlement, excavation characteristics, expansive materials, drainage, and compaction characteristics. All of these problems are directly related to the character and distribution of soil and rock bodies both inside and out-side of the right-of-way, and to the influence of-surface and sub-surface water on these materials. With the proper amount and kind of samples and field information, the designers are provided with data denoting the types of materials to be encountered, the vertical and horizontal boundaries of the changes in these materials, and their strength and deformation characteristics. Adequate preliminary investigation will help prevent uneconomical over design and unforeseen failure resulting from under design. | ||
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