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1

To będzie najdłuższy tunel w Polsce : przed nami kluczowy etap

Madej Łukasz

Geoinżynieria : drogi, mosty, tunele

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2024

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nr 1

84--88

PL

Z tekstu dowiesz się: dlaczego tunel pod Odrą będzie dłuższy niż pierwotnie sądzono, na czym polegały badania podłoża gruntowego, jakie korzyści przyniesie budowa zachodniej obwodnicy Szczecina.

2

The Impact of Plastic Covers on the Quantitative and Qualitative Indicators of Tomato (Solanum Lycopersicum) Production in the Open Field

Berisha Defrime, Elshani Arsim, Duhanaj Gjokë

Ecological Engineering & Environmental Technology

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2024

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Vol. 25, iss. 3

38--42

EN

This 2022 study at the Kosovo Agricultural Institute in Peja evaluated innovative tomato cultivation techniques in open-field vegetable production. Five covering methods, including small plastic tunnels with black or transparent plastic mulching, were compared against traditional practices. Results revealed that tunnel variants with plastic mulching demonstrated earlier flowering, fruiting, and harvesting, accelerating early production by 3 to 12 days. Statistical analyses showed significant improvements in total tomato production, emphasizing the techniques’ effectiveness in enhancing productivity, resource efficiency, and weed control. Notably, small tunnels with mulching proved beneficial, with a 26.9% and 28.3% increase in production for black and transparent plastic mulch, respectively. The study suggests future research directions, including long-term sustainability assessments across different tomato varieties. In conclusion, soil mulching and small tunnels are crucial techniques in vegetable cultivation, contributing to increased total production, early production, and resource savings in controlled environment agriculture.

3

Wykonanie wyjść ewakuacyjnych na przykładzie tunelu w Świnoujściu

Mosty

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2023

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nr 1

60-62

PL

Jednym z najtrudniejszych zadań przy budowie tunelu pod Świną w Świnoujściu była realizacja wyjść ewakuacyjnych, które powstały przy zastosowaniu metody mrożenia gruntu.

4

Tunel na Zakopiance

Mosty

|

2023

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nr 1

23-26

PL

W listopadzie 2022 r. oddano do użytku tunel w ciągu drogi ekspresowej S7, tzw. Zakopianki. Tunel w masywie góry Luboń Mały pomiędzy Naprawą a Skomielną Białą stanowi 12,3% całej trasy.

5

Budowa tuneli jest wyjątkowym wyzwaniem

Mosty

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2023

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nr 1

20-22

PL

Prof. dr hab. inż. Marek Cała, Dziekan Wydziału Inżynierii Lądowej i Gospodarki Zasobami Akademii Górniczo-Hutniczej wraz z dr inż. Agnieszką Stopkowicz, pracownikiem Katedry Geomechaniki, Budownictwa i Geotechniki na Wydziale Inżynierii Lądowej i Gospodarki Zasobami AGH, w rozmowie z redakcją czasopisma „Mosty” omawiają aktualną kondycję branży tunelowej, kwestie włączenia uprawnień tunelowych do mostowych, a także oceniają przygotowanie naszego kraju do budowy tuneli w kontekście doświadczenia i kompetencji ich wykonawców.

6

Empiryczne metody doboru obudowy wstępnej tunelu

Roguska Emilia

Materiały Budowlane

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2023

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nr 2

54--55

7

Features of the heat and mass transfer of the underground structures of the Kiev metro with the ground mass and air environment

Deineko Andrii, Krukovskyi Pavlo, Frolov Gennadii

Journal of New Technologies in Environmental Science

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2023

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Vol. 7, nr 1

11--15

EN

On the basis of the experimental values of temperature and absolute humidity of the tunnel air and the temperature of the walls of the rim of the deep tunnels of the Kyiv metro, the features and mutual influence of the earthen massif, the supply air environment and the operating modes of the mechanical system of reversible tunnel ventilation during the year are considered. On the basis of the CFD model, which takes into account the above processes of heat and mass transfer, ventilation modes have been determined that have made it possible to reduce the humidity of a group of tunnels of the Kyiv metro as much as possible.

8

Prediction of Tunnel Cross-Sectional Area After Blastin

Nguyen Chi Thanh, Nguyen Nghia Viet

Inżynieria Mineralna

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2023

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no. 2, vol. 1

39--47

EN

In this paper, two methods to predict and calculate the area of the tunnel face after the blasting were used. The first one is an artificial intelligence method using an artificial neural network system (ANN) model, and the second one – the support vector regression (SVR). After building predictive models for the area of the tunnel face after blasting by both methods, on the basis of comparing the results obtained in both methods, the performance of these models was assessed through the root mean square error RMSE and the coefficient of determination R2. RMSE and R2 values of the artificial neural network system (ANN) model were obtained as 0.1473 and 0.903 in training datasets, respectively. These values are 0.1497 and 0.9107 in testing datasets. In the SRV model, RMSE and R2 were equaled to 0.1228 and 0.9331 in training datasets, respectively. These values are 0.1708 and 0.9055, respectively in testing datasets. It can be concluded that artificial intelligence using ANN and SVM models can be used to predict the area of the tunnel face after blasting with high accuracy.

9

Tunel w Świnoujściu : pełen wyzwań dla najlepszych fachowców

Kwinta Wojciech, Madej Łukasz

Geoinżynieria : drogi, mosty, tunele

|

2023

|

nr 3

90--102

PL

30 czerwca 2023 r., po kilkudziesięciu latach analizowania możliwości wykonania, a potem po czterech latach robót budowlanych, wreszcie otwarto podwodny tunel w Świnoujściu. Jednororurowy obiekt ma 1784 m długości. Odcinek wydrążony przez TBM liczy 1484 m, z czego 500 m pod wodą. W najgłębszym miejscu tunel biegnie 39 m pod lustrem Świny.

10

System monitoringu atmosfery w tunelu w Świnoujściu w świetle najnowszych trendów

Filipowski Krzysztof

Geoinżynieria : drogi, mosty, tunele

|

2023

|

nr 4

96--98

PL

Z tekstu dowiesz się: jaka aparatura pomiarowa została zainstalowana w tunelu pod Świną, jakie są alternatywy dla zastosowanych rozwiązań, w jakim kierunku podąża ewolucja systemów monitoringu atmosfery w tunelach.

11

Chemia wiertnicza na budowie tunelu w Świnoujściu. Inwestycja pełna wyzwań

Włodek Sławomir

Geoinżynieria : drogi, mosty, tunele

|

2023

|

nr 3

104--106

PL

Jakie zadania wykonywała firma BDC Poland, jaki system płuczkowy został zastosowany, jakich środków specjalnych należało użyć, by rozwiązać problem z serwisem TBM.

12

From legend to discovery - historical and geotechnical conditions related to the discovery of tunnels under the Castle Hill in Szczecin

Godlewski Tomasz, Mieszkowski Radosław, Maślakowski Maciej

Archives of Civil Engineering

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2023

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Vol. 69, nr 1

453--467

EN

The historical past of a building has a key influence on the variability of geotechnical conditions. These conditions change with a modification of the structural system, a change in function or only architectural elements (fashionable in a given period). In the article, various geotechnical and geophysical surveys are described, which led to a discovery of potential causes of a structural failure at historical Castle of Dukes of Pomerania in Szczecin. The investigation resulted in a discovery of an underground tunnel system constructed under the Castle, which existence was only suspected. The tunnels were constructed primarily during II World War, but also before that period. The article summarizes facts discovered due to investigation as well as historical and geological background related to the execution of the reinforced concrete and masonry tunnels. The lesson learned resulting from this discovery is that great care should be taken when historical areas are considered, even if the structure seems to be massive and robust.

PL

Historyczna przeszłość budynku ma kluczowy wpływ na zmienność warunków geotechnicznych. Warunki te zmieniają się wraz z modyfikacją układu konstrukcyjnego, zmianą funkcji lub tylko elementów architektonicznych (modnymi w danym okresie). W artykule opisano różne badania geotechniczne i geofizyczne, które doprowadziły do odkrycia potencjalnych przyczyn katastrofy historycznego skrzydła Zamku Książąt Pomorskich w Szczecinie. Przeprowadzone badania doprowadziły do odkrycia podziemnego systemu tuneli zbudowanych pod Zamkiem, których istnienie tylko podejrzewano. Tunele zostały zbudowane głównie w czasie II wojny światowej, ale także przed tym okresem. W artykule podsumowano aktualne fakty odkryte w wyniku badań oraz uwarunkowania historyczne i geotechniczne związane z wykonaniem tuneli żelbetowych i murowanych.

13

Deformation failure analysis and identification method of zoning type of actual tunnel surrounding rock

Jing Wei, Gao Yunlong, Jin Rencai, Jing Laiwang

Archives of Civil Engineering

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2023

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Vol. 69, nr 4

549--571

EN

The research on deformation zoning mechanism of tunnel surrounding rock is of great significance for ensuring safe production and disaster prevention in coal mines. However, the traditional deformation zoning theory of tunnel surrounding rock uses the ideal strain softening model as the criterion for judging the zoning type of all tunnel surrounding rock, ignoring the difference between the deformation zoning type of a specific actual tunnel and the basic zoning type of surrounding rock. In order to study the method for determining the actual deformation zoning type of tunnel surrounding rock, the formation mechanism of the actual deformation zoning of tunnel surrounding rock has been revealed. Combined with engineering examples, a method for determining the actual deformation zoning type and boundary stress of specific tunnel surrounding rock has been proposed. The results show that the boundary stress and position of the actual deformation zone are determined by the peak strength fitting line, residual strength fitting line, support strength line, and the position of the circumferential and radial stress relationship lines of each deformation zone. The actual boundary stress of each zone of tunnel surrounding rock is ultimately only related to the basic mechanical properties of the tunnel surrounding rock and the in-situ stress field. The research results can provide reference for disaster management of underground engineering, stability evaluation of surrounding rock, and support scheme design.

14

Behavior of damaged TBM tunnel under MJS and Micro-disturbance grouting treatment: a case study

Feng Shi, Yang Yijun, Jiang Yexiang, Li Yongdi, Yao Lianghao, Chen Xiaolong

Archives of Civil Engineering

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2023

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Vol. 69, nr 2

339--352

EN

The operating subway tunnel is often damaged due to excessive deformation in China. In order to ensure the safe for operation, remediation and protection measures must be taken, especially in soft soil areas. This paper presents a case study on remedial scheme of damaged TBM (Tunnel Boring Machine) tunnel adjacent to excavation combining with MJS (Metro Jet System) and micro-disturbance grouting technology in Hangzhou, China. The track bed settlement, horizontal displacement and convergence of the TBM tunnel caused by MJS and micro-disturbance grouting construction were analyzed and discussed. The results showed the characteristics of soil layer under the tunnel have significant influence on the treatment effect. Even if multiple grouting was adopted, the treatment failure may occur under the combination action of external loads such as traffic load or surcharge load, which should be considered when civil engineers design remediation scheme. The results can provide practical experience and guidance for similar treatment scheme of damaged TBM tunnel.

15

Analysis of the influence of warning sounds in expressway tunnels on the mental state and attention of the driver

Xiao Yao, Liang Bo, Wang Tao, Niu Jiaan, He Shiyong

Archives of Civil Engineering

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2023

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Vol. 69, nr 2

623--636

EN

In recent years, some expressway tunnels have started broadcasting warning sounds, such as fire alarms, to improve driver attention and traffic safety. However, there is few research on it, and in contrast to previous studies, we have considered different evaluation indices and through field measurement to determine the effectiveness of this practice. The characteristics of three warning sound signals, i.e., fire alarm, dynamic music, and voice command, in a tunnel were analyzed using MATLAB. Considering pupil diameter and blink duration as evaluation indexes, the change in the mental state of the driver after hearing a warning sound was analyzed. Based on Markov chain theory, the change in the gaze region and gaze shift of the driver under the condition of a warning sound was analyzed. Results shows fire alarms and voice commands can increase the mental load of drivers, but the degree of impact was not determined. Dynamic music does not affect the mental load of the driver. The fire alarm and dynamic music attracted the attention of the driver; conversely, as the voice command warns the driver to focus on safety, it did not impact the attention of the driver. The research results provide a scientific reference for the selection of warning sounds in expressway tunnels and new research ideas for the prevention of traffic injuries in expressway tunnels.

16

A comparative analysis of artificial neural network predictive and multiple linear regression models for ground settlement during tunnel construction

Zou Baoping, Chibawe Musa, Hu Bo, Deng Yansheng

Archives of Civil Engineering

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2023

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Vol. 69, nr 2

503--515

EN

Ground settlement during and after tunnelling using TBM results in varying dynamic and static load action on the geo-stratum. It is an undesirable effect of tunnel construction causing damage to the surface and subsurface infrastructure, safety risk, and increased construction cost and quality issues. Ground settlement can be influenced by several factors, like method of tunnelling, tunnel geometry, location of tunnelling machine, machine operational parameters, depth & its changes, and mileage of recording point from starting point. In this study, a description and evaluation of the performance of the artifcial neural network (ANN) was undertaken and a comparison with multiple linear regression (MLR) was carried out on ground settlement prediction. The performance of these models was evaluated using the coefficient of determination R2, root mean square error (RMSE) and mean absolute percentage error (MAPE). For ANN model, the R2, RMSE and MAPE were calculated as 0.9295, 4.2563 and 3.3372, respectively, while for MLR, the R2, RMSE and MAPE, were calculated as 0.5053, 11.2708, 6.3963 respectively. For ground settlement prediction, both ANN and MLR methods were able to predict significantly accurate results. It was further noted that the ANN performance was higher than that of the MLR.

17

Analiza komfortu przemieszczania się pod ziemią na podstawie wybranych przejść podziemnych w Krakowie

Jakubczak Filip

PUA Przestrzeń Urbanistyka Architektura

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2022

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Vol. 1

34--49

PL

Niniejsze badania dotyczą uczucia komfortu podczas przemieszczania w przejściu podziemnym oraz czynników, które w znaczący sposób na nie wpływają. Badania są częścią cyklu, który ma na celu poznanie ogólnych warunków dających się określić jako optymalne przy projektowaniu obiektów podziemnych, w których chcemy przebywać.

EN

The research concerns the feeling of comfort when moving in an underground passage and the factors that significantly affect it. The research itself is a part of a broader project that aims to learn about the general conditions that can be defined as optimal when designing underground facilities in which we want to stay.

18

Najdłuższy tunel w Polsce otwarty

Mosty

|

2022

|

nr 1

66--67

PL

20 grudnia 2021 r. nastąpiło uroczyste otwarcie tunelu pod Ursynowem. Decyzja o pozwoleniu na użytkowanie tunelowego odcinka Południowej Obwodnicy Warszawy została podpisana przez wojewodę mazowieckiego. Wcześniej pozwolenie na jego użytkowanie wydał Wojewódzki Inspektor Nadzoru Budowlanego.

19

Bezpieczeństwo pożarowe w tunelach

Mosty

|

2022

|

nr 1

64

PL

Z punktu widzenia bezpieczeństwa użytkowników tuneli kwestie urządzeń przeciwpożarowych i innych elementów służących bezpieczeństwu pożarowemu w tunelach stanowią bardzo ważny temat, którego nie można lekceważyć.

20

Wybrane problemy naukowo-techniczne przy budowie i użytkowaniu tuneli

Tatara Tadeusz, Fedorczak-Cisak Małgorzata

Materiały Budowlane

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2022

|

nr 2

18--20

PL

Budownictwo tunelowe nie ma w Polsce długiej historii. Najstarszy tunel kolejowy liczy niewiele ponad 160 lat. Obecnie, ze względu na gwałtowny rozwój transportu kolejowego, drogowego oraz zbiorowego transportu miejskiego (metro) budowa tuneli przeżywa rozkwit. Wraz z rozwojem budownictwa tunelowego pojawiają się nowe techniki projektowania i wykonywania tego typu obiektów. W artykule autorzy przedstawili podstawowe aspekty realizacji tuneli.

EN

Tunnel construction does not have a long history in Poland. The oldest railway tunnel in Poland is just over 160 years old. Currently, due to the rapid development of rail, road and collective urban transport (metro), tunnel construction is booming. With the development of tunnel construction, new techniques for the design and construction of this type of object appear. In the article, the authors presented the basic aspects of tunnels construction.