Slope Stability Around the Northern Part of the Tegucigalpa Basin, Honduras: A Case of Landslide Process at Residential Development Areas

Author(s):  
Kiyoharu Hirota ◽  
Cincy Rosa ◽  
Koichi Hasegawa
2020 ◽  
Author(s):  
Brett Carr ◽  
Einat Lev ◽  
Loÿc Vanderkluysen ◽  
Danielle Moyer ◽  
Gayatri Marliyani ◽  
...  

2020 ◽  
Vol 17 (2) ◽  
pp. 66-73
Author(s):  
R. D. Oktyabrskiy

The article is devoted to the justification of the need to reduce the population density in the residential development of cities. The analysis of vulnerability of the urban population from threats of emergency situations of peace and war time, and also an assessment of provision of the city by a road network is given. Proposals have been formulated to reduce the vulnerability of the urban population in the long term and to eliminate traffic congestion and congestion — jams.


KURVATEK ◽  
2018 ◽  
Vol 3 (1) ◽  
pp. 21-34
Author(s):  
Untung Wahyudi ◽  
Excelsior T P ◽  
Luthfi Wahyudi

PT. Putera Bara Mitra used open mining system for mining operation, Yet the completion of study on the end wall slope stability that  undertaken by geotechnical PT. Putera Bara Mitra in Northwest Pit and the occured a failure in the low wall on the 1st June 2012 led to the need for analysis and design the overall slope at the mine site. To analyze and design the overall slope, used value of the recommended minimum safety. The value was based on company for single slope SF ≥ 1.2 and SF ≥ 1.3 for overall slope. The calculation used Bichop method with the help of software slide v 5.0. Geometry improvements was done at the low slopes that originally single wall with a 30 m bench height and a slope 70° with SF = 0.781, into 4 levels with SF = 1.305. The analysis explained the factors that affect the stability of the low wall included the mining slope geometry, unfavorable drainase system, material stockpiles and seismicity factors. It was necessary to do prevention efforts to maintain the stability of the slope included the redesign to slope geometry, handling surface and subsurface water in a way to control slopes draining groundwater, vegetation stabilization using and monitoring slope using Total Station with Prism and Crackmeter to determine the movement of cracks visible on the surface. 


The author is an active supporter and apologist of the renovation of residential development in Moscow, a direct participant in the development of justifying materials of the renovation program. The article deals with the risks of renovation, i.e. the risks of the started process of reconstruction of large areas of the city, the risks of failure of the approved program. The main risks include: first, the lack of understanding of the renovation program as the largest social project that requires the active participation of all participants; secondly, the risks of possible underfunding, and hence the failure of the city to fulfill its obligations to the residents (which should not be allowed), and, thirdly, potential errors when planning the program realization. Awareness, understanding of the risks of the renovation program will make it possible to develop and take measures for their accounting in advance, some of which are given in the proposed article.


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