345,32 €
383,69 €
-10% with code: EXTRA
A Unified Hardening Constitutive Theory for Soils
345,32 € 
- We will send in 10–14 business days.
A Unified Hardening Constitutive Theory for Soils: Fundamentals of Plasticity for Geomaterials provides a unified hardening (UH) theory capable of uniformly describing the behaviors of both sand and clay. The models developed within the UH theory framework are characterized by their simplicity and efficiency, requiring only a few parameters that have clear physical meanings. The book not only deepens the theoretical understanding of soil mechanics and related fields but also provides a practica…
383.69
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- Author: Yangping Yao
- Publisher: Woodhead Publishing
- ISBN-10: 044327570X
- ISBN-13: 9780443275708
- Format: 15.2 x 22.1 x 1.5 cm, minkšti viršeliai
- Language: English
- SAVE -10% with code: EXTRA
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A Unified Hardening Constitutive Theory for Soils: Fundamentals of Plasticity for Geomaterials provides a unified hardening (UH) theory capable of uniformly describing the behaviors of both sand and clay. The models developed within the UH theory framework are characterized by their simplicity and efficiency, requiring only a few parameters that have clear physical meanings. The book not only deepens the theoretical understanding of soil mechanics and related fields but also provides a practical reference for a wide range of civil engineering and geotechnical applications. The insights and outcomes presented are important in terms of advancing theoretical knowledge and facilitating practical engineering solutions.EXTRA 10 % discount with code: EXTRA
345,32 €
383,69 €
We will send in 10–14 business days.
The promotion ends in 22d.03:29:58
The discount code is valid when purchasing from 10 €. Discounts do not stack.
- Author: Yangping Yao
- Publisher: Woodhead Publishing
- ISBN-10: 044327570X
- ISBN-13: 9780443275708
- Format: 15.2 x 22.1 x 1.5 cm, minkšti viršeliai
- Language: English English
A Unified Hardening Constitutive Theory for Soils: Fundamentals of Plasticity for Geomaterials provides a unified hardening (UH) theory capable of uniformly describing the behaviors of both sand and clay. The models developed within the UH theory framework are characterized by their simplicity and efficiency, requiring only a few parameters that have clear physical meanings. The book not only deepens the theoretical understanding of soil mechanics and related fields but also provides a practical reference for a wide range of civil engineering and geotechnical applications. The insights and outcomes presented are important in terms of advancing theoretical knowledge and facilitating practical engineering solutions.
Reviews