Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Design of Geosynthetic Reinforced Soil (GRS) Walls
This chapter addresses the design of geosynthetic reinforced soil (GRS) walls, including design concepts, design methods, and related issues for both mechanically stabilized earth (MSE) walls with geosynthetics as reinforcement and GRS walls. It describes the basic design concepts and presents an overview of design methods. It provides a step‐by‐step design procedures for four design methods including U.S. Forest Service method, AASHTO allowable stress design method for GMSE walls, NCHRP design method for GRS bridge abutment walls and GRS non‐load‐bearing walls design method. Reinforced soil walls typically consist of two major components: a reinforced soil mass and facing. Design of reinforced soil walls involves satisfying internal stability and external stability. The chapter also describes the six major advances related to the design of GRS walls. It focuses on concrete block facing of a GRS wall, particularly the requirements for connection stability.
Design of Geosynthetic Reinforced Soil (GRS) Walls
This chapter addresses the design of geosynthetic reinforced soil (GRS) walls, including design concepts, design methods, and related issues for both mechanically stabilized earth (MSE) walls with geosynthetics as reinforcement and GRS walls. It describes the basic design concepts and presents an overview of design methods. It provides a step‐by‐step design procedures for four design methods including U.S. Forest Service method, AASHTO allowable stress design method for GMSE walls, NCHRP design method for GRS bridge abutment walls and GRS non‐load‐bearing walls design method. Reinforced soil walls typically consist of two major components: a reinforced soil mass and facing. Design of reinforced soil walls involves satisfying internal stability and external stability. The chapter also describes the six major advances related to the design of GRS walls. It focuses on concrete block facing of a GRS wall, particularly the requirements for connection stability.
Design of Geosynthetic Reinforced Soil (GRS) Walls
Wu, Jonathan T.H. (Autor:in)
Geosynthetic Reinforced Soil (GRS) Walls ; 231-364
19.06.2019
134 pages
Aufsatz/Kapitel (Buch)
Elektronische Ressource
Englisch
Geosynthetic-Reinforced Soil Walls
| British Library Online Contents | 2003
Geosynthetic reinforced soil (GRS) walls
| TIBKAT | 2019
Geosynthetic reinforced soil (GRS) walls
| UB Braunschweig | 2018
Geosynthetic Reinforced Soil (GRS) Walls
| TIBKAT | 2019
Geosynthetic reinforced soil (GRS) walls
| UB Braunschweig | 2019