Comparative Analysis of Two Construction Methods for Deep-Buried Subway Station in Steep Rock Formation

2019 ◽  
Vol 08 (01) ◽  
pp. 89-96
Author(s):  
良健 钟
2021 ◽  
Vol 936 (1) ◽  
pp. 012016
Author(s):  
I. Hermawan ◽  
I. Suhendra ◽  
H. Wiranata ◽  
R.W. Karim ◽  
A.W. Astuti ◽  
...  

Abstract PT. Hutama Karya (Persero), according to Presidential Regulation No. 100 of 2014 and No. 117 of 2015, obtained an assignment to construct and operate 24 sections of Trans Sumatera Toll Road along 2,789 km, including Padang - Pekanbaru Toll Road, where almost all of the segments are located in fault areas and in areas with diverse rock formation. In terms of the number of fault locations, the toll road has a greater risk of earthquakes. Whereas in terms of varying rock formations, construction planning and improper structure determination will cause a highly cost-enhancing effect. In the planning stage, the selection of route is one of the mitigations to minimize the risks and impacts of the earthquake disaster. Toll road trajectories are designed optimally by considering the movement of the earth’s plates based on fault data on these locations and data on rock formations for the construction and structure plan of the Toll Road. Input data needed is Geological Secondary Data and Topographic Data containing information on fault areas and rock formations. Therefore, planning with Quantm Trimble software is the right solution. Determining the route with Quantm Trimble software is one of the effective and efficient methods. The main key in determining routes by Quantm Trimble is the software algorithm which can determine the route quickly by considering the main constraints such as avoiding fault areas, avoiding an area with certain rock formations also determining the construction methods on certain rock formation areas. Quantm Trimble software is able to generate several alternative routes based on user-defined constraints, including accommodating the automatic selected smoothing process according to the specified road geometry standard. The software greatly accommodates the determination of the plan by considering risk and disaster management, as well as being able to manage costs well by determining the construction method plan quickly and accurately.


2014 ◽  
Vol 580-583 ◽  
pp. 1203-1206
Author(s):  
Chun Yan Gao ◽  
Jian Guang Niu ◽  
Dong Yang Geng

To choose an appropriate construction scheme for subway, it,s feasible to use fuzzy optimization theory and comprehensively consider the security of four construction methods as well as such factors as environmental influence, construction period, construction difficulty and construction cost, etc. to set up a mathematical model for the construction method of subway station. An analysis is made on the impact of group-effect in the excavation construction of pilot tunnel presented in PBA construction method on arch crown settlement and ground surface settlement, and a study is made on the arch crown settlement and ground surface settlement caused by the four construction methods in construction process. In addition, a contrastive analysis is made to draw a conclusion that PBA construction method is the most suitable construction method for Xinbai Square Subway Station in Shijiazhuang.


Solar Energy ◽  
2004 ◽  
Author(s):  
Alex Nunez ◽  
Moncef Krarti

A comparative analysis was conducted between two office buildings, one constructed using green design and the other erected using traditional building construction methods. As part of the analysis, thermal comfort indicators (using the Predicted Mean Value of Fanger model) were monitored by recording equivalent temperature, air temperature, and relative humidity at each site. The study tests whether office buildings constructed using different design approaches have significantly different indoor thermal environment. The results of the comparative analysis indicate that the green building provides better thermal comfort than the conventional building.


Author(s):  
Оксана Игоревна Сидорова ◽  
Любовь Григорьевна Перевалова ◽  
Мария Сергеевна Воеводина

В данной статье сравниваются два подхода к формированию рискового портфеля ценных бумаг: модель Марковица и рыночная модель. На примере ценных бумаг российского фондового рынка за период 03.01.2019-24.03.2021 гг. производится формирование оптимальных портфелей в зависимости от отношения инвестора к риску. Сравнительный анализ характеристик портфелей, включая доходность, риск и VaR и проверка результатов на устойчивость осуществляется с помощью методов статистического моделирования. In this article we compare two different approaches to the optimal portfolio construction: the Markowitz model and the market model. We analyse the Russian stock market for the period 03.01.2019-24.03.2021 and choosing among the securities depending on the investor’s risk preferences. Comparative study of the portfolios are based on their profitability, risk, and VaR. Stability analysis is carried out by statistical modeling.


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