|
|
|
|
|
|
|
|
1. |
Record Nr. |
UNINA9910492142903321 |
|
|
Autore |
Fatahi Behzad |
|
|
Titolo |
Resilient Design and Construction of Geostructures Against Natural Hazards : Proceedings of the 6th GeoChina International Conference on Civil and Transportation Infrastructures: from Engineering to Smart and Green Life Cycle Solutions -- Nanchang, China 2021 |
|
|
|
|
|
|
|
Pubbl/distr/stampa |
|
|
Cham : , : Springer International Publishing AG, , 2021 |
|
©2021 |
|
|
|
|
|
|
|
|
|
ISBN |
|
|
|
|
|
|
Descrizione fisica |
|
1 online resource (189 pages) |
|
|
|
|
|
|
Collana |
|
Sustainable Civil Infrastructures |
|
|
|
|
|
|
Altri autori (Persone) |
|
ChenShen-en |
HuJun |
FatahiBehzad |
|
|
|
|
|
|
|
|
Lingua di pubblicazione |
|
|
|
|
|
|
Formato |
Materiale a stampa |
|
|
|
|
|
Livello bibliografico |
Monografia |
|
|
|
|
|
Nota di contenuto |
|
Intro -- Introduction -- Contents -- About the Editors -- Laboratory Evaluation and Neural Network Modeling of Treated Macau Marine Clay -- 1 Introduction -- 2 Materials and Laboratory Test -- 2.1 Preparation of Testing Materials -- 2.2 Laboratory Evaluation Test -- 3 Established Artificial Neural Network Embedded in MATLAB -- 3.1 Model for OMC and Maximum Dry Unit Weight -- 3.2 Model for Compressive Strength -- 4 Results and Discussion -- 4.1 Laboratory Test Results of Treated Marine Clay Blends -- 4.2 Prediction Results of Model for Estimating Compressive Strength -- 5 Conclusion -- References -- Prediction of Seismic Site Coefficients for Northeast Arkansas (NEA) -- 1 Introduction -- 2 Objectives -- 3 Methodology -- 3.1 Collection of Various Properties of Soil -- 3.2 Input Ground Motion Time Histories -- 3.3 Simulation of Wave Propagation Using Site Response Analysis Platform -- 3.4 Development of Delineated Design Spectrum -- 4 Results -- 4.1 Bay -- 4.2 Marked Tree -- 5 Discussion -- 6 Conclusions -- References -- Characterization and Computational Fluid Simulation of Conditioned Muck During EPB Shield Tunneling in Gravelly Sand Stratum -- 1 Introduction -- 2 Rheological Test |
|
|
|
|