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Dry stone retaining structures = DEM...

Vincens, Eric.

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Dry stone retaining structures = DEM modeling /

紀錄類型:	書目-電子資源 : Monograph/item
正題名/作者:	Dry stone retaining structures/ Eric Vincens, Jean-Patrick Plassiard, Jean-Jacques Fry.
其他題名:	DEM modeling /
作者:	Vincens, Eric.
其他作者:	Plassiard, Jean-Patrick.
出版者:	London, UK :ISTE Press : : 2016.,
面頁冊數:	1 online resource.
內容註:	Chapter 1. Dry Stone Retaining Walls; 1.1. Introduction; 1.2. Plane slope dry stone retaining walls; 1.3. Highway dry stone retaining walls; 1.4. Conclusion; Chapter 2. Rockfill Dams with Dry Masonry; 2.1. Introduction; 2.2. Dam performance and rockfill behavior; 2.3. Numerical modeling of dry stone rockfill dams; 2.4. Results of analysis and interpretation; 2.5. Physical tests for DEM model qualification; 2.6. Conclusion.
標題:	Dry stone walls. -
電子資源:	https://www.sciencedirect.com/science/book/9781785480805
ISBN:	0081011822 (electronic bk.)

Dry stone retaining structures = DEM modeling /
Vincens, Eric.

Dry stone retaining structuresDEM modeling /[electronic resource] :Eric Vincens, Jean-Patrick Plassiard, Jean-Jacques Fry. - London, UK :ISTE Press :2016. - 1 online resource.

Includes bibliographical references and index.

Chapter 1. Dry Stone Retaining Walls; 1.1. Introduction; 1.2. Plane slope dry stone retaining walls; 1.3. Highway dry stone retaining walls; 1.4. Conclusion; Chapter 2. Rockfill Dams with Dry Masonry; 2.1. Introduction; 2.2. Dam performance and rockfill behavior; 2.3. Numerical modeling of dry stone rockfill dams; 2.4. Results of analysis and interpretation; 2.5. Physical tests for DEM model qualification; 2.6. Conclusion.

Dry stone retaining structures are structures made of individual decimeter stone blocks in contact. One advantage of this construction technology lies in the weak amount of embodied energy required for their construction, and uses only local materials. This technology may be a positive answer to the challenges brought by sustainable policies in civil engineering. Many of these structures are older than one hundred years and sustain damage due to ageing; this places the owners in front of a challenging issue. Usual scientific tools cannot address the specific behavior of such structures. Due to the discrete nature of the system, a large amount of energy can be dissipated at contact level before failure of the structure. The shape, arrangement and possible breakage of blocks may play a major role in their overall behavior, specific to these structures. This book brings an overview of the DEM technique to model the behavior of discrete civil engineering structures. Physical models, modeling and site measurements are all explored, helping the civil engineer evaluate the behavior of unique structures.

ISBN: 0081011822 (electronic bk.)Subjects--Topical Terms:

3462882
Dry stone walls.
Index Terms--Genre/Form:

542853
Electronic books.

LC Class. No.: TA770

Dewey Class. No.: 624.1/64

Dry stone retaining structures = DEM modeling /
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505 0 $a Chapter 1. Dry Stone Retaining Walls; 1.1. Introduction; 1.2. Plane slope dry stone retaining walls; 1.3. Highway dry stone retaining walls; 1.4. Conclusion; Chapter 2. Rockfill Dams with Dry Masonry; 2.1. Introduction; 2.2. Dam performance and rockfill behavior; 2.3. Numerical modeling of dry stone rockfill dams; 2.4. Results of analysis and interpretation; 2.5. Physical tests for DEM model qualification; 2.6. Conclusion.
520 $a Dry stone retaining structures are structures made of individual decimeter stone blocks in contact. One advantage of this construction technology lies in the weak amount of embodied energy required for their construction, and uses only local materials. This technology may be a positive answer to the challenges brought by sustainable policies in civil engineering. Many of these structures are older than one hundred years and sustain damage due to ageing; this places the owners in front of a challenging issue. Usual scientific tools cannot address the specific behavior of such structures. Due to the discrete nature of the system, a large amount of energy can be dissipated at contact level before failure of the structure. The shape, arrangement and possible breakage of blocks may play a major role in their overall behavior, specific to these structures. This book brings an overview of the DEM technique to model the behavior of discrete civil engineering structures. Physical models, modeling and site measurements are all explored, helping the civil engineer evaluate the behavior of unique structures.
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