Approximately 5000 years ago, a small dam was built in the Indus river valley, using asphalt as a mortar between stones. That was one of the first utilization of asphalt as an impervious material. However, the first "modern" asphalt concrete core dam, mechanically placed and compacted, was built in Germany in 1962.
Approximately 5000 years ago, a small dam was built in the Indus river valley, using asphalt as a mortar between stones. That was one of the first utilization of asphalt as an impervious material. However, the first "modern" asphalt concrete core dam, mechanically placed and compacted, was built in Germany in 1962.Hinweis: Dieser Artikel kann nur an eine deutsche Lieferadresse ausgeliefert werden.
The Commission Internationale des Grands Barrages (CIGB) / International Commission on Large Dams (ICOLD) is a non-governmental International Organization which provides a forum for the exchange of knowledge and experience in dam engineering. The Organization leads the profession in ensuring that dams are built safely, efficiently, economically, and without detrimental effects on the environment. Its original aim was to encourage advances in the planning, design, construction, operation, and maintenance of large dams and their associated civil works, by collecting and disseminating relevant information and by studying related technical questions. Since the late sixties, focus was put on subjects of current concern such as dam safety, monitoring of performance, reanalysis of older dams and spillways, effects of ageing and environmental impact. More recently, new subjects include cost studies at the planning and construction stages, harnessing international rivers, information for the public at large, and financing.
Inhaltsangabe
1. FOREWORD 2. INTRODUCTION 3. CHARACTERISTICS OF ASPHALT CONCRETE CORES 4. DESIGN PRINCIPLES AND REQUIREMENTS 5. CONSTRUCTION METHODS AND GUIDELINES 6. TECHNICAL SPECIFICATIONS FOR CONSTRUCTION OF AC CORES APPENDICES REFERENCES 1. PRÉFACE 2. INTRODUCTION 3. CARACTÉRISTIQUES DES NOYAUX DE BÉTON BITUMINEUX 4. PRINCIPES ET EXIGENCES DE CONCEPTION 5. MÉTHODES DE CONSTRUCTION ET LIGNES DIRECTRICES 6. DEVIS TECHNIQUE POUR LA CONSTRUCTION DE NOYAU EN BÉTON BITUMINEUX 7. CONTRÔLE DE LA QUALITÉ PENDANT LA CONSTRUCTION 8. CONTRÔLE DES BARRAGES EN OPÉRATION ANNEXES RÉFÉRENCES
1. FOREWORD 2. INTRODUCTION 3. CHARACTERISTICS OF ASPHALT CONCRETE CORES 4. DESIGN PRINCIPLES AND REQUIREMENTS 5. CONSTRUCTION METHODS AND GUIDELINES 6. TECHNICAL SPECIFICATIONS FOR CONSTRUCTION OF AC CORES APPENDICES REFERENCES 1. PRÉFACE 2. INTRODUCTION 3. CARACTÉRISTIQUES DES NOYAUX DE BÉTON BITUMINEUX 4. PRINCIPES ET EXIGENCES DE CONCEPTION 5. MÉTHODES DE CONSTRUCTION ET LIGNES DIRECTRICES 6. DEVIS TECHNIQUE POUR LA CONSTRUCTION DE NOYAU EN BÉTON BITUMINEUX 7. CONTRÔLE DE LA QUALITÉ PENDANT LA CONSTRUCTION 8. CONTRÔLE DES BARRAGES EN OPÉRATION ANNEXES RÉFÉRENCES
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![Reports Upon the Water Available From the Humber Water-shed [microform]: With Profiles of the Humber Valley and Cross-sections of Dams at Baby's Point](https://bilder.buecher.de/produkte/66/66184/66184627m.jpg "Reports Upon the Water Available From the Humber Water-shed [microform]: With Profiles of the Humber Valley and Cross-sections of Dams at Baby's Point")
