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Site Engineering for Landscape Architects
Of Critical Constraints -- 3: Contours and Form -- Definition -- Constructing a Section -- Characteristics of Contour Lines -- Contour Signatures and Landform -- Ridge and Valley -- Summit and Depression -- Concave and Convex Slopes -- Uniform Slope -- Grade Change Devices -- Case Studies -- Olympic...
| Autor principal: | |
|---|---|
| Formato: | Electrónico eBook |
| Idioma: | Inglés |
| Publicado: |
Newark :
John Wiley & Sons, Incorporated,
2013.
|
| Colección: | New York Academy of Sciences Ser.
|
| Temas: | |
| Acceso en línea: | Texto completo |
MARC
| LEADER | 00000cam a2200000Mu 4500 | ||
|---|---|---|---|
| 001 | EBOOKCENTRAL_on1347023386 | ||
| 003 | OCoLC | ||
| 005 | 20240329122006.0 | ||
| 006 | m o d | ||
| 007 | cr cnu|||||||| | ||
| 008 | 230209s2013 xx o ||| 0 eng d | ||
| 040 | |a EBLCP |b eng |c EBLCP |d OCLCQ |d EBLCP |d OCLCQ |d OCLCO |d OCLCQ |d OCLCL |d OCLCQ | ||
| 020 | |a 9781118419090 | ||
| 020 | |a 111841909X | ||
| 035 | |a (OCoLC)1347023386 | ||
| 082 | 0 | 4 | |a 624 |q OCoLC |2 23/eng/20230216 |
| 049 | |a UAMI | ||
| 100 | 1 | |a Strom, Steven. | |
| 245 | 1 | 0 | |a Site Engineering for Landscape Architects |h [electronic resource]. |
| 260 | |a Newark : |b John Wiley & Sons, Incorporated, |c 2013. | ||
| 300 | |a 1 online resource (386 p.). | ||
| 490 | 1 | |a New York Academy of Sciences Ser. | |
| 500 | |a Description based upon print version of record. | ||
| 505 | 0 | |a Intro -- Site Engineering for Landscape Architects -- Copyright -- Contents -- Preface -- The use of the Metric System -- Computers and Site Engineering -- Acknowledgments -- 1: Site Engineering IS Design -- Why Is an Understanding of This Material Important? -- The Design Language of Site Engineering -- Aesthetics -- Perception -- Spatial Considerations -- Environmental -- Summary -- 2: Grading Constraints -- Environmental Constraints -- Topography -- Drainage -- Vegetation -- Soils -- Functional Constraints -- Restrictive Conditions -- Activities and Uses -- Economics and Maintenance | |
| 520 | |a Of Critical Constraints -- 3: Contours and Form -- Definition -- Constructing a Section -- Characteristics of Contour Lines -- Contour Signatures and Landform -- Ridge and Valley -- Summit and Depression -- Concave and Convex Slopes -- Uniform Slope -- Grade Change Devices -- Case Studies -- Olympic Sculpture Park -- Gasworks Park -- Olympic Park -- 4: Interpolation and Slope -- Topographic Data -- Interpolation -- Interpolation Between Contour Lines -- Calculating Slope -- Slopes Expressed as Ratios and Degrees -- Slope Analysis -- Computers and Terrain Analysis | ||
| 505 | 8 | |a 5: Grading of Simple Design Elements -- Grading of Linear Elements -- Contour Signatures of Linear Elements -- Path Cross-Slope Grading -- Path Layout with a Maximum Gradient -- Road Grading Definitions -- Crowned Road Grading Process -- Grading by Proportion -- Visualizing Topography from Contour Lines -- Grading of Planar Areas -- Contour Signatures of Planar Areas -- Slopes for Surface Drainage -- Terrace Grading -- Swales to Divert Runoff -- Area Grading Process -- 6: Grading Process -- Introduction -- Phase 1: Inventory and Analysis -- Phase 2: Design Development | |
| 505 | 8 | |a Phase 3: Design Implementation -- Applying the Grading Process -- Site Analysis -- Design Development -- Design Implementation -- Synthesis -- Grading Plan Graphics -- Construction Grading Plan -- 7: Soils in Construction -- Role of Soil in Site Planning -- Implications of Soils for Site Construction -- Earthwork -- Footings and Foundations -- Drainage Requirements -- Geotechnical Exploration and Soil Investigation -- Land Use Feasibility -- Site-Specific Investigations -- Critical Conditions -- Soil Characteristics -- Soil Phases -- Physical Properties -- Soil Classification | |
| 505 | 8 | |a Classification Systems -- Grain Size Analysis -- Fine-Grained Soil Analysis -- Engineering Properties of Soils -- Bearing Capacity -- Shear Strength -- Frost Penetration -- Shrinkage and Swell -- Structural Soils -- Structured Soil Volumes -- Lightweight Soils -- Geotextiles -- Types of Geotextiles -- Geotextile Applications -- Construction Sequence for Grading -- Site Preparation -- Placing and Compacting Soils -- Fill Materials -- Compaction -- Earthwork Specifications -- Content -- Critical Issues -- 8: Earthwork -- Definitions -- Grading Operations -- Computation of Cut-and-Fill Volumes | |
| 500 | |a Average End Area Method | ||
| 590 | |a ProQuest Ebook Central |b Ebook Central Academic Complete | ||
| 655 | 0 | |a Electronic books. | |
| 758 | |i has work: |a Site engineering for landscape architects (Text) |1 https://id.oclc.org/worldcat/entity/E39PCFRqBjxd6t47FwHCcdWTBP |4 https://id.oclc.org/worldcat/ontology/hasWork | ||
| 776 | 0 | 8 | |i Print version: |a Strom, Steven |t Site Engineering for Landscape Architects |d Newark : John Wiley & Sons, Incorporated,c2013 |z 9781118090862 |
| 830 | 0 | |a New York Academy of Sciences Ser. | |
| 856 | 4 | 0 | |u https://ebookcentral.uam.elogim.com/lib/uam-ebooks/detail.action?docID=7103636 |z Texto completo |
| 938 | |a ProQuest Ebook Central |b EBLB |n EBL7103636 | ||
| 994 | |a 92 |b IZTAP | ||