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Frontiers of Structural and Civil Engineering 2022, Volume 16, Issue 2, Pages 202-213 doi: 10.1007/s11709-021-0795-8
Keywords: excavated soil construction sludge geotechnical and underground engineering production classification
Independent cover meshless particle method for complex geotechnical engineering
Jianqiu WU, Yongchang CAI
Frontiers of Structural and Civil Engineering 2018, Volume 12, Issue 4, Pages 515-526 doi: 10.1007/s11709-017-0428-4
Keywords: meshless method particle method independent cover CTM geotechnical engineering
Jian-ye Zheng
Frontiers of Engineering Management 2015, Volume 2, Issue 1, Pages 82-85 doi: 10.15302/J-FEM-2015012
Keywords: peer review foundation pit excavation retaining and protection structure design introduction
Xi F. XU
Frontiers of Structural and Civil Engineering 2015, Volume 9, Issue 2, Pages 107-113 doi: 10.1007/s11709-014-0268-4
Keywords: multiscale finite element settlement perturbation random field geotechnical
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
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
Application of New Technology in Underground Engineering
Ma Hongqi
Strategic Study of CAE 2002, Volume 4, Issue 11, Pages 37-41
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
Development of Finite Element Limit Analysis Method and Its Applications in Geotechnical Engineering
Zheng Yingren,Zhao Shangyi,Deng Chujian,Liu Weiming,Tang Xiaosong,Zhang Liming
Strategic Study of CAE 2006, Volume 8, Issue 12, Pages 39-61
Keywords: limit analysis method finite element method geotechnical engineering slope foundations tunnel
The construct technology of tunnel and underground engineering in China
Wang Mengshu,Tan Zhongsheng
Strategic Study of CAE 2010, Volume 12, Issue 12, Pages 4-10
Keywords: tunnel underground engineering design theory drill-blast technique shield tunnelling and TBM
Technology Development and Engineering Practice for Protection and Utilization of Water Resources in
Da-zhao Gu
Frontiers of Engineering Management 2016, Volume 3, Issue 1, Pages 59-66 doi: 10.15302/J-FEM-2016010
Keywords: Western Mining Area coal mining water resources coal mine underground reservoirs
The Extremely Low Frequency Engineering Project for Underground Exploration
Jianxun Lu,Xianjun Zhuo,Yong Liu,Guoze Zhao,Qingyun Di,
Engineering 2022, Volume 10, Issue 3, Pages 13-20 doi: 10.1016/j.eng.2021.12.003
Keywords: EngineeringAchievements
Design of a shaking table test box for a subway station structure in soft soil
YANG Linde, ZHENG Yonglai, ZHANG Dongliang, JI Qianqian, YANG Chao
Frontiers of Structural and Civil Engineering 2007, Volume 1, Issue 2, Pages 194-197 doi: 10.1007/s11709-007-0022-2
Keywords: geotechnical engineering numerical analysis weight dynamic analysis Shanghai
Zhu Yihong,Xu Riqing and Gong Xiaonan
Strategic Study of CAE 2017, Volume 19, Issue 6, Pages 111-115 doi: 10.15302/J-SSCAE-2017.06.016
With the increasing developmental scale of urban underground space, themain contradiction of the urban underground space development has gradually turned from the stabilityThe underground space development surrounding a complex environment may easily lead to uneven surfacetechnology and application cases, summarizes the research results on the environment effect of the underground
Keywords: underground space excavation foundation pit environmental effects deformation control
Challenges and Thoughts on the Development of Large-Diameter Drilling Technology and Equipment
Liu Zhiqiang, Chen Xiangsheng, Cai Meifeng, Ji Hongguang, Song Zhaoyang
Strategic Study of CAE 2022, Volume 24, Issue 2, Pages 132-139 doi: 10.15302/J-SSCAE-2022.02.018
Underground space and resources are crucial for solving energy,
The extremely low frequency engineering project using WEM for underground exploration
Zhuo Xianjun,Lu Jianxun,Zhao Guoze,Di Qingyun
Strategic Study of CAE 2011, Volume 13, Issue 9, Pages 42-50
The ELF (extremely low frequency) engineering project for underground
Keywords: wireless electro-magnetic method(WEM) resource exploration earthquake predication
Yueping Yin,Bin Li,Wenpei Wang,Liangtong Zhan,Qiang Xue,Yang Gao,Nan Zhang,Hongqi Chen,Tiankui Liu,Aiguo Li
Engineering 2016, Volume 2, Issue 2, Pages 230-249 doi: 10.1016/J.ENG.2016.02.005
Keywords: Construction solid waste (CSW) Landfill landslide Factor of safety (FOS) Geotechnical risk
Title Author Date Type Operation
Classification and quantification of excavated soil and construction sludge: A case study in Wenzhou, China
Journal Article
Independent cover meshless particle method for complex geotechnical engineering
Jianqiu WU, Yongchang CAI
Journal Article
Consistency Guarantees for Professional Appraisal of Geotechnical Engineering Design under Market Leading
Jian-ye Zheng
Journal Article
Multiscale stochastic finite element method on random field modeling of geotechnical problems – a fast
Xi F. XU
Journal Article
Analysis and research for risk assessment criteria of underground engineering
Yao Xuande,Wang Mengshu
Journal Article
Development of Finite Element Limit Analysis Method and Its Applications in Geotechnical Engineering
Zheng Yingren,Zhao Shangyi,Deng Chujian,Liu Weiming,Tang Xiaosong,Zhang Liming
Journal Article
The construct technology of tunnel and underground engineering in China
Wang Mengshu,Tan Zhongsheng
Journal Article
Technology Development and Engineering Practice for Protection and Utilization of Water Resources in
Da-zhao Gu
Journal Article
The Extremely Low Frequency Engineering Project for Underground Exploration
Jianxun Lu,Xianjun Zhuo,Yong Liu,Guoze Zhao,Qingyun Di,
Journal Article
Design of a shaking table test box for a subway station structure in soft soil
YANG Linde, ZHENG Yonglai, ZHANG Dongliang, JI Qianqian, YANG Chao
Journal Article
Research Status and Trends of Environmental Effects of Urban Excavation Underground Engineering Development
Zhu Yihong,Xu Riqing and Gong Xiaonan
Journal Article
Challenges and Thoughts on the Development of Large-Diameter Drilling Technology and Equipment
Liu Zhiqiang, Chen Xiangsheng, Cai Meifeng, Ji Hongguang, Song Zhaoyang
Journal Article
The extremely low frequency engineering project using WEM for underground exploration
Zhuo Xianjun,Lu Jianxun,Zhao Guoze,Di Qingyun
Journal Article