Expansive clay absorb water and swell, and lose water to atmosphere and shrink. Because of this alternate swelling and shrinkage, lightly loaded civil engineering structures are distressed. This has resulted in a huge financial loss. Hence, it is and important to devise innovative foundation techniques in order to counteract the volumetric changes occurring in expansive soils. The various foundation techniques which have been in vogue are physical and chemical alteration methods and tension resistant foundations. Tension-resistant foundation techniques are innovative techniques in which tensile forces generated through the process of swelling are counteracted through introduction of deep or anchor foundations. This book is a work on a parametric study of tension-resistant foundations.
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Da: BuchWeltWeit Ludwig Meier e.K., Bergisch Gladbach, Germania
Taschenbuch. Condizione: Neu. This item is printed on demand - it takes 3-4 days longer - Neuware -Expansive clay absorb water and swell, and lose water to atmosphere and shrink. Because of this alternate swelling and shrinkage, lightly loaded civil engineering structures are distressed. This has resulted in a huge financial loss. Hence, it is and important to devise innovative foundation techniques in order to counteract the volumetric changes occurring in expansive soils. The various foundation techniques which have been in vogue are physical and chemical alteration methods and tension resistant foundations. Tension-resistant foundation techniques are innovative techniques in which tensile forces generated through the process of swelling are counteracted through introduction of deep or anchor foundations. This book is a work on a parametric study of tension-resistant foundations. 56 pp. Englisch. Codice articolo 9786202513142
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Condizione: New. Dieser Artikel ist ein Print on Demand Artikel und wird nach Ihrer Bestellung fuer Sie gedruckt. Autor/Autorin: Phanikumar RamachandraDr. B. R. Phanikumar is a Senior Professor of Civil Engineering at SRKR Engineering College, Bhimavaram, India. His research areas are expansive soils and ground improvement techniques. He has authored more than. Codice articolo 385945123
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Da: buchversandmimpf2000, Emtmannsberg, BAYE, Germania
Taschenbuch. Condizione: Neu. Neuware -Expansive clay absorb water and swell, and lose water to atmosphere and shrink. Because of this alternate swelling and shrinkage, lightly loaded civil engineering structures are distressed. This has resulted in a huge financial loss. Hence, it is and important to devise innovative foundation techniques in order to counteract the volumetric changes occurring in expansive soils. The various foundation techniques which have been in vogue are physical and chemical alteration methods and tension resistant foundations. Tension-resistant foundation techniques are innovative techniques in which tensile forces generated through the process of swelling are counteracted through introduction of deep or anchor foundations. This book is a work on a parametric study of tension-resistant foundations.Books on Demand GmbH, Überseering 33, 22297 Hamburg 56 pp. Englisch. Codice articolo 9786202513142
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Taschenbuch. Condizione: Neu. nach der Bestellung gedruckt Neuware - Printed after ordering - Expansive clay absorb water and swell, and lose water to atmosphere and shrink. Because of this alternate swelling and shrinkage, lightly loaded civil engineering structures are distressed. This has resulted in a huge financial loss. Hence, it is and important to devise innovative foundation techniques in order to counteract the volumetric changes occurring in expansive soils. The various foundation techniques which have been in vogue are physical and chemical alteration methods and tension resistant foundations. Tension-resistant foundation techniques are innovative techniques in which tensile forces generated through the process of swelling are counteracted through introduction of deep or anchor foundations. This book is a work on a parametric study of tension-resistant foundations. Codice articolo 9786202513142
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