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Present Situation and Application of Urban Underground Parking Lots

Tan Zhongsheng,Wang Mengshu,Wang Yonghong and Chen Xueying

Strategic Study of CAE 2017, Volume 19, Issue 6,   Pages 100-110 doi: 10.15302/J-SSCAE-2017.06.015

Abstract: At present, better utilization and transformation of parking lots and building new lots to vigorouslypromote the construction of urban underground parking lots are undoubtedly the most effective methodsparking lots through a typical case investigation on the construction of domestic and foreign city undergroundparking lots.parking lots and solve the urban traffic congestion.

Keywords： underground parking lots     parking policy     construction management     planning and design     construction    

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Biding strategy of vehicle parking for participating in energy and spinning reserve markets

Ali MANSOORI,Rahmat AAZAMI,Ramin SAYADI

Frontiers in Energy 2014, Volume 8, Issue 4,   Pages 403-411 doi: 10.1007/s11708-014-0333-7

Abstract: In this paper a model for suggesting a smart parking that involves a set of electric cars is presentedto auction the management ability and correct parking planning in reserve spinning market, secondaryParking interest under various scenarios is analyzed and its effective results are presented by a valid

Keywords： vehicle-to-grid (V2G)     spinning reserve     energy secondary market     smart parking    

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Artificial Intelligence, Like Cryptocurrency, Eats Energy—Lots of It

Mitch Leslie

Engineering 2024, Volume 32, Issue 1,   Pages 7-9 doi: 10.1016/j.eng.2023.11.006

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Development of photovoltaic power/electric vehicle charging integration parking shed

Wu Shaobo,Wei Chuanchuan,Yu Jiang

Strategic Study of CAE 2012, Volume 14, Issue 11,   Pages 63-68

Abstract: The shed is 50 m long and 5.5 m wide and capable of parking 18 cars.the control of system intellectual controller, the power produced by PV from sunlight will charge the parking

Keywords： PV generator     EV charge     integrated parking shed     design     control    

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A numerical framework for underground structures in layered ground under inclined P-SV waves using stiffness

Frontiers of Structural and Civil Engineering 2023, Volume 17, Issue 1,   Pages 10-24 doi: 10.1007/s11709-022-0904-3

Abstract: A numerical framework was proposed for the seismic analysis of underground structures in layered groundNumerical results show that SV-waves are more destructive to underground structures than P-waves, andthe responses of underground structures are significantly affected by the incident angles.

Keywords： underground structures     seismic response     stiffness matrix method     domain reduction method     P-SV waves    

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A collaborative approach for urban underground space development toward sustainable development goals

Fang-Le PENG, Yong-Kang QIAO, Soheil SABRI, Behnam ATAZADEH, Abbas RAJABIFARD

Frontiers of Structural and Civil Engineering 2021, Volume 15, Issue 1,   Pages 20-45 doi: 10.1007/s11709-021-0716-x

Abstract: The utilization of urban underground space (UUS) offers an effective solution to urban problems but maybetter concerted guidelines to coordinate various urban systems and the multiple components of the undergroundwhich should be viewed as important yardsticks for UUS development, do not explicitly mention urban underground

Keywords： urban underground space     Sustainable Development Goals     spatial data infrastructure     underground land administration    

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Prediction of characteristic blast-induced vibration frequency during underground excavation by using

Tae Un PAK; Guk Rae JO; Un Chol HAN

Frontiers of Structural and Civil Engineering 2022, Volume 16, Issue 8,   Pages 1029-1039 doi: 10.1007/s11709-022-0861-x

Abstract: In this study, blasting vibration signals were measured during underground excavation in carbonaceous

Keywords： wavelet analysis     blast-induced vibration     frequency characteristics     underground excavation    

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Rhizosphere immunity: targeting the underground for sustainable plant health management

Zhong WEI, Ville-Petri FRIMAN, Thomas POMMIER, Stefan GEISEN, Alexandre JOUSSET, Qirong SHEN

Frontiers of Agricultural Science and Engineering 2020, Volume 7, Issue 3,   Pages 317-328 doi: 10.15302/J-FASE-2020346

Abstract:

Managing plant health is a great challenge for modern food production and is further complicated by the lack of common ground between the many disciplines involved in disease control. Here we present the concept of rhizosphere immunity, in which plant health is considered as an ecosystem level property emerging from networks of interactions between plants, microbiota and the surrounding soil matrix. These interactions can potentially extend the innate plant immune system to a point where the rhizosphere immunity can fulfil all four core functions of a full immune system: pathogen prevention, recognition, response and homeostasis. We suggest that considering plant health from a meta-organism perspective will help in developing multidisciplinary pathogen management strategies that focus on steering the whole plant-microbe-soil networks instead of individual components. This might be achieved by bringing together the latest discoveries in phytopathology, microbiome research, soil science and agronomy to pave the way toward more sustainable and productive agriculture.

Keywords： rhizosphere     soil microbiome     plant immunity     microbial ecology     plant health     soilborne pathogens    

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Development and utilization of underground space for the protection of relics in the Yang Emperor Mausoleum

CHEN Zhilong, ZHANG Ping, LI Juxi

Frontiers of Structural and Civil Engineering 2007, Volume 1, Issue 2,   Pages 229-233 doi: 10.1007/s11709-007-0028-9

Abstract: that have been unearthed at the Yang Emperor Mausoleum of the Han Dynasty, and China s first wholly undergroundrelics that is under construction, the article expounds the importance of relic site protection through underground

Keywords： importance     architecture     preservation     harmonious relationship     construction    

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Analysis and research for risk assessment criteria of underground engineering

Yao Xuande,Wang Mengshu

Strategic Study of CAE 2009, Volume 11, Issue 7,   Pages 86-91

Abstract:

In this paper, the characteristics of underground works and constructiveguidelines for risk assessment of underground works were intro.The results of the research were successfullyapplied to the study of the Beijing Municipal City Planning and Design of the underground road system

Keywords： underground engineering     risk assessment     criteria    

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Numerical study on the seismic response of the underground subway station- surrounding soil mass-ground

Guobo WANG, Mingzhi YUAN, Xianfeng MA, Jun WU

Frontiers of Structural and Civil Engineering 2017, Volume 11, Issue 4,   Pages 424-435 doi: 10.1007/s11709-016-0381-7

Abstract: In this paper, the seismic response of the Underground subway station-Surrounding soil mass-Ground adjacentThrough the numerical study, it is found that the impact of underground structure on the dynamic characteristicsof the surrounding soil mass depends on its own dimension, and the presence of underground structureDue to the presence of underground structure and ground adjacent building, the vertical acceleration

Keywords： underground subway station     ground adjacent building     seismic response    

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Image analysis of soil failure on defective underground pipe due to cyclic water supply and drainage

Toshifumi MUKUNOKI, Naoko KUMANO, Jun OTANI

Frontiers of Structural and Civil Engineering 2012, Volume 6, Issue 2,   Pages 85-100 doi: 10.1007/s11709-012-0159-5

Abstract: The ground subsidence on the underground pipe often is caused with the reduction of the effective stressIn those studies, water was supplied into the model grounds from the defected underground pipe modeldefected part with water-inflow and some of the soil particles in the ground were drained into the underground

Keywords： relative density     grain property     model test     road subsidence     underground pipe     image processing     X-ray CT    

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Optimization for operating modes based on simulation of seasonal underground thermal energy storage

ZHAO Jun, CHEN Yan, LI Xinguo

Frontiers in Energy 2008, Volume 2, Issue 3,   Pages 298-301 doi: 10.1007/s11708-008-0053-y

Abstract: A simulation was performed, which concerned the feasibility of seasonal underground thermal energy storage
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Safety assessment for buried drainage box culvert under influence of underground connected aisle blasting

Frontiers of Structural and Civil Engineering 2023, Volume 17, Issue 2,   Pages 191-204 doi: 10.1007/s11709-022-0906-1

Abstract: connected aisle, and the LS-DYNA software was used to analyze the dynamic response characteristics of an underground

Keywords： drainage box culvert     underpass blasting     dynamic response     numerical simulation     safety assessment    

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Application of New Technology in Underground Engineering

Ma Hongqi

Strategic Study of CAE 2002, Volume 4, Issue 11,   Pages 37-41

Abstract:

Although the PD value of high-pressure manifold in Guangzhou Pumped-storage Project reaches 58 000 kN.m, the reinforcement concrete manifold is applied in the project instead of the conventional steel manifold. The design principle for such kind of manifold is based on bearing the water pressure mainly by the surrounding rock. Measures such as blasting control, concrete quality control and high-pressure grouting have been taken in construction to achieve the design requirement. The practice proves that this kind of manifold is reliable in performance, efficient in cost and excellent in benefit. Slipforming technology used in the concrete lining construction of high-pressure long inclined-shafts becomes the tough point, and no successful experience was available from both home and abroad at that time. Successful performance has been achieved in inclined-shaft construction of Guangzhou Pumped-storage Project by improving and bettering a set of interval inclined-shaft slipform imported. The self-innovated and patented XHM-7 inclined-shaft slipform equipment used in the long inclined-shaft construction of Tianhuangping Pumped-storage Project has realized the consecutive rising of the concrete lining in the inclined-shaft, which shows the advantages of novel structure, reliability, faster concreting and lower cost of the equipment. The successful application of the two above-mentioned new technologies will provide useful experiences to the promotion and application in the similar future projects.

Keywords： hydropower     underground engineering     manifold     inclined-shaft     new technology    

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Title Author Date Type Operation

Present Situation and Application of Urban Underground Parking Lots

Tan Zhongsheng,Wang Mengshu,Wang Yonghong and Chen Xueying

Journal Article

Biding strategy of vehicle parking for participating in energy and spinning reserve markets

Ali MANSOORI,Rahmat AAZAMI,Ramin SAYADI

Journal Article

Artificial Intelligence, Like Cryptocurrency, Eats Energy—Lots of It

Mitch Leslie

Journal Article

Development of photovoltaic power/electric vehicle charging integration parking shed

Wu Shaobo,Wei Chuanchuan,Yu Jiang

Journal Article

A numerical framework for underground structures in layered ground under inclined P-SV waves using stiffness

Journal Article

A collaborative approach for urban underground space development toward sustainable development goals

Fang-Le PENG, Yong-Kang QIAO, Soheil SABRI, Behnam ATAZADEH, Abbas RAJABIFARD

Journal Article

Prediction of characteristic blast-induced vibration frequency during underground excavation by using

Tae Un PAK; Guk Rae JO; Un Chol HAN

Journal Article

Rhizosphere immunity: targeting the underground for sustainable plant health management

Zhong WEI, Ville-Petri FRIMAN, Thomas POMMIER, Stefan GEISEN, Alexandre JOUSSET, Qirong SHEN

Journal Article

Development and utilization of underground space for the protection of relics in the Yang Emperor Mausoleum

CHEN Zhilong, ZHANG Ping, LI Juxi

Journal Article

Analysis and research for risk assessment criteria of underground engineering

Yao Xuande,Wang Mengshu

Journal Article

Numerical study on the seismic response of the underground subway station- surrounding soil mass-ground

Guobo WANG, Mingzhi YUAN, Xianfeng MA, Jun WU

Journal Article

Image analysis of soil failure on defective underground pipe due to cyclic water supply and drainage

Toshifumi MUKUNOKI, Naoko KUMANO, Jun OTANI

Journal Article

Optimization for operating modes based on simulation of seasonal underground thermal energy storage

ZHAO Jun, CHEN Yan, LI Xinguo

Journal Article

Safety assessment for buried drainage box culvert under influence of underground connected aisle blasting

Journal Article

Application of New Technology in Underground Engineering

Ma Hongqi

Journal Article