Damage probability assessment for adjoining buildings to deep excavations in soft soils

2019 ◽  
Vol 14 (7) ◽  
pp. 793-808 ◽  
Author(s):  
C. J. Sainea-Vargas ◽  
M. C. Torres-Suárez
Energies ◽  
2019 ◽  
Vol 12 (8) ◽  
pp. 1447 ◽  
Author(s):  
Hui Hou ◽  
Hao Geng ◽  
Yong Huang ◽  
Hao Wu ◽  
Xixiu Wu ◽  
...  

Under the typhoon disaster, the power grid often has serious accidents caused by falling power towers and breaking lines. It is of great significance to analyze and predict the damage probability of a transmission line-tower system for disaster prevention and reduction. However, some problems existing in current models, such as complicated calculation, few factors, and so on, affect the accuracy of the prediction. Therefore, a damage probability assessment method of a transmission line-tower system under a typhoon disaster is proposed. Firstly, considering the actual wind load and the design wind load, physical models for calculating the damage probability of the transmission line and power tower are established, respectively based on model-driven thought. Then, the damage probability of the transmission line-tower system is obtained, combining the transmission line and power tower damage probability. Secondly, in order to improve prediction accuracy, this paper analyzes the historical sample data containing multiple influencing factors, such as geographic information, meteorological information, and power grid information, and then obtains the correction coefficient based on data-driven thought. Thirdly, the comprehensive damage probability of the transmission line-tower system is calculated considering the results of model-driven and data-driven thought. Ultimately, the proposed method is verified to be effective, taking typhoon ‘Mangkhut’ in 2018 as a case study.


2013 ◽  
Vol 115 ◽  
pp. 91-99 ◽  
Author(s):  
Amos Necci ◽  
Giacomo Antonioni ◽  
Valerio Cozzani ◽  
Elisabeth Krausmann ◽  
Alberto Borghetti ◽  
...  

2018 ◽  
Vol 36 (2) ◽  
pp. 437-454
Author(s):  
Rubby Vanesa Ballesteros Granados ◽  
◽  
Carlos Javier Sainea Vargas ◽  
Luis Alberto Cáceres Cárdenas ◽  
◽  
...  
Keyword(s):  

2020 ◽  
Vol 29 (54) ◽  
pp. e11373
Author(s):  
Jorge Arturo Pineda-Jaimes ◽  
Cesar Augusto García-Ubaque ◽  
Rodrigo Elías Esquivel-Ramírez

The development of resilient and sustainable cities considers the construction of infrastructure projects that involve deep excavations. During excavations, surface displacements frequently occur that may be inadmissible for previously constructed elements of the urban environment, threatening the sustainability of already consolidated sectors. In this article, we present an approximation to the estimation of the geotechnical hazard  by deep excavations in soft lacustrine soils of Bogotá, DC, using parametric numerical simulations that sought to establish the probability of occurrence of base bottom heave, and the estimation of surface displacements for variable excavation geometries. A database was consolidated from 85 projects found in geotechnical zones having soft soils in the city. From this base, statistically representative values of shear strength and stiffness were determined, and a statistically representative geotechnical profile of the lacustrine clays was prepared for parametric analyzes. The hazard estimation was developed in three stages: construction of the geotechnical model, approach of hazard scenarios and determination of the hazard level. The following parameters were considered: excavation geometry (base and height), safety factor, failure probability and vertical ground displacements (settlements). Finally, a matrix is ​​presented to determine the hazard level by excavations in the soft soils of Bogotá, whose data provide a prior assessment that contributes to promoting resilience and sustainability of already developed areas.


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