Anchoring in rock and soil /
Anchoring in Rock and Soil.
Clasificación: | Libro Electrónico |
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Autor principal: | |
Otros Autores: | |
Formato: | Electrónico eBook |
Idioma: | Inglés |
Publicado: |
Oxford :
Elsevier Science,
1983.
|
Edición: | 2nd ed. |
Colección: | Developments in geotechnical engineering ;
v. 33. |
Temas: | |
Acceso en línea: | Texto completo Texto completo |
MARC
LEADER | 00000cam a2200000Mi 4500 | ||
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001 | SCIDIR_ocn830161116 | ||
003 | OCoLC | ||
005 | 20231117044836.0 | ||
006 | m o d | ||
007 | cr cnu---unuuu | ||
008 | 130316s1983 enk o 000 0 eng d | ||
040 | |a EBLCP |b eng |e pn |c EBLCP |d OCLCO |d OPELS |d OCLCF |d UKDOC |d OCLCQ |d DEBSZ |d OCLCQ |d OCLCO |d DEBBG |d OCLCQ |d MERUC |d OCLCQ |d LEAUB |d OCLCQ |d S2H |d OCLCO |d OCLCQ |d OCLCO | ||
020 | |a 9780444600776 |q (electronic bk.) | ||
020 | |a 0444600779 |q (electronic bk.) | ||
035 | |a (OCoLC)830161116 | ||
050 | 4 | |a TA772 |b .H613 1983 | |
082 | 0 | 4 | |a 624.15 |a 624/.15 |
100 | 1 | |a Hobst, L. | |
245 | 1 | 0 | |a Anchoring in rock and soil / |c by Leo�s Hobst and Josef Zaj�ic ; [translation by A. Prokop Maxa]. |
250 | |a 2nd ed. | ||
260 | |a Oxford : |b Elsevier Science, |c 1983. | ||
300 | |a 1 online resource (585 pages) | ||
336 | |a text |b txt |2 rdacontent | ||
337 | |a computer |b c |2 rdamedia | ||
338 | |a online resource |b cr |2 rdacarrier | ||
490 | 1 | |a Developments in Geotechnical Engineering ; |v v. 33 | |
505 | 0 | |a Front Cover; Anchoring in Rock and Soil; Copyright Page; Preface to the 2nd English edition; Table of Contents; Relation of SI units to earlier used units; PART A: Principles of anchoring structures in rock and soil; Chapter I. Introduction; 1.1 Treatment of the subject; 1.2 Principles of anchoring into the ground; 1.3 Special terms; Chapter 2. Securing structures against vertical displacement; Chapter 3. Securing structures against overturning; Chapter 4. Securing structures against displacement along the foundation line. | |
505 | 8 | |a Chapter 5. Securing structures against shear failure along a critical surface in the groundChapter 6. Stabilization of rocks and the securing of underground structures against caving in; Chapter 7. The use of anchors for the preconsolidation of the ground; Chapter 8. Effect of anchoring on the seismic stability of structures; Chapter 9. Suitability of rocks and soils for anchoring; 9.1 Types of rocks and soils; 9.2 Investigation of rocks and soils; 9.3 Methods of transferring tensile forces to the ground; 9.4 Evaluation of rocks and soils with regard to anchoring. | |
505 | 8 | |a Chapter 10. Embedding depth of anchors in rocks and soils10.1 Anchoring depth in hard rocks; 10.2 Anchoring depth in damaged or soft rocks; 10.3 Anchoring depth in non-cohesive soils; 10.4 Anchoring depth in cohesive soils; PART B: Anchor design and anchoring technology; Chapter 11. Materials used in the construction of anchors (tendon material); 11.1 Materials for the construction of bar anchors; 11.2 Prestressing wire; 11.3 Strands and cables; Chapter 12. Preparation of anchors; 12.1 Preparation of bar anchors; 12.2 Construction of multi-wire anchors. | |
505 | 8 | |a 12.3 Construction of anchors from strandsChapter 13. Fixing of anchors in rock and soil; 13.1 Mechanical fixing of anchors; 13.2 Fixing of anchors with cement; 13.3 Fixing of anchors with abutting bases; Chapter 14. Drilling of anchor boreholes; 14.1 Short boreholes of small diameter; 14.2 Boreholes of large diameter and length; Chapter 15. Grouts and methods of grouting anchor boreholes; 15.1 Composition of cement grouts; 15.2 Preparation of cement grouts; 15.3 Forwarding of cement mixes into boreholes; Chapter 16. Fixing of anchors to the anchored structure; 16.1 Anchors fixed by nuts. | |
505 | 8 | |a 16.2 Locking heads (wedge blocking system)16.3 Immovable anchoring heads; 16.4 Saddle anchor heads; Chapter 17. Prestressing and testing of anchors; 17.1 Stressing forces; 17.2 Stressing of production anchors-acceptance tests; 17.3 Special anchor tests; 17.4 Tests on rock bolts; 17.5 Requirements of the equipment used for the prestressing and testing of anchors; 17.6 Prestressing techniques; Chapter 18. Protection of anchors against corrosion; 18.1 Principle of corrosion; 18.2 Direct protection of anchors against corrosion; 18.3 Electrical anticorrosive protection. | |
500 | |a 18.4 Temporary anticorrosive protection. | ||
520 | |a Anchoring in Rock and Soil. | ||
588 | 0 | |a Print version record. | |
650 | 0 | |a Anchorage (Structural engineering) | |
650 | 0 | |a Rock bolts. | |
650 | 6 | |a Ancrage (Construction) |0 (CaQQLa)201-0056343 | |
650 | 6 | |a Boulons d'ancrage. |0 (CaQQLa)201-0096681 | |
650 | 7 | |a Anchorage (Structural engineering) |2 fast |0 (OCoLC)fst00808481 | |
650 | 7 | |a Rock bolts |2 fast |0 (OCoLC)fst01099132 | |
700 | 1 | |a Zaj�ic, J. | |
776 | 0 | 8 | |i Print version: |a Hobst, L. |t Anchoring in Rock and Soil. |d Oxford : Elsevier Science, �1983 |z 9780444996893 |
830 | 0 | |a Developments in geotechnical engineering ; |v v. 33. | |
856 | 4 | 0 | |u https://sciencedirect.uam.elogim.com/science/book/9780444996893 |z Texto completo |
856 | 4 | 0 | |u https://sciencedirect.uam.elogim.com/science/bookseries/01651250/33 |z Texto completo |