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TUNNEL: 作品数：890被引量：1951H指数：16; 导出分析报告; 相关领域：医药卫生更多>>; 相关作者：张照煌利奕年唐灯平刘东民杨其新更多>>; 相关机构：上海隧道工程股份有限公司东南大学同济大学上海交通大学更多>>; 相关期刊：更多>>; 相关基金：国家自然科学基金国家重点基础研究发展计划中国博士后科学基金北京市自然科学基金更多>>

Large-scale shaking table test on unlined tunnel in fault zone under threedimensional earthquake: 《Journal of Mountain Science》2025年第1期296-311,共16页ZHANG Xiaoyu TAO Zhigang YANG Xiaojie ZHANG Ruixue; funded by the National Natural Science Foundation of China(Grant No.42377195)。; A fault is a geological structure characterized by significant displacement of rock masses along a fault plane within the Earth's crust.The Yunnan Tabaiyi Tunnel intersects multiple fault zones,making tunnel construct...; 关键词：Fault tunnel Shaking table test Dynamic response Three-directional earthquake Damage mechanism

Evaluating the characteristics of geological structures in karst groundwater inflow, Nowsud Tunnel: 《Journal of Mountain Science》2024年第10期3434-3452,共19页BAYAT Narges SADEGHI Erfan NASSERY Hamid Reza; Highly permeable geological structures such as dissolution channels, open fractures, and faults create environmental challenges regard to hydrological and hydrogeological aspects of underground construction, often cau...; 关键词：Geological structures Groundwater inflow HYDROGEOLOGY Nowsud tunnel KARST

Mechanical properties of steel mesh in anchor-mesh support for rocky tunnels: 《Journal of Mountain Science》2024年第10期3487-3502,共16页SUN Keguo JIA Jinglong XU Weiping ZHANG Yu WANG Jinjin WANG Yichao LIU Yongkui; funded by the National Natural Science Foundation of China(Grant No.52178396).; Underground geotechnical engineering encounters persistent challenges in ensuring the stability and safety of surrounding rock structures, particularly within rocky tunnels. Rock reinforcement techniques, including th...; 关键词：TUNNEL Steel mesh BP neural network Anchor-mesh support Rock reinforcement technique

Assessing foundation behaviour under complex loading near tunnels: 《Journal of Mountain Science》2024年第10期3503-3520,共18页Piyush KUMAR Vinay Bhushan CHAUHAN Aayush KUMAR; supported by the Civil Engineering Department, Madan Mohan Malaviya University of Technology, Gorakhpur, India; The stability of strip footings subjected to eccentrically inclined loads is critical for reliable foundation design.This study investigates the effect of a circular unlined tunnel in a rock mass on the ultimate beari...; 关键词：Unlined tunnel Shallow foundation FELA Rock Mass ANN MLR

Frost heaving and crack initiation characteristics of tunnel rock mass in cold regions under low-temperature degradation: 《Journal of Mountain Science》2024年第8期2844-2854,共11页CHEN Wenhua XIANG Tian; This study was funded by the National Natural Science Foundation of China(No.51978039).; Water freezing in rock fractures causes volumetric expansion and fracture development through frost heaving.This study introduces a novel analytical model to investigate how uneven freezing force and surrounding rock ...; 关键词：Rock fractures Fracture water Uneven freezing expansion Phase field method Initiation angle ANISOTROPY

Restraint effect of partition wall on the tunnel floor heave in layered rock mass: 《Journal of Mountain Science》2024年第7期2462-2479,共18页YANG Yunyun HUANG Da ZHONG Zhu LIU Yang PENG Jianbing; supported by the Key Program of National Natural Science Foundation of China(No.U23A202579);the National Natural Science Foundation of China(No.42277187,42007276,41972297);the Natural Science Foundation of Hebei Province(No.D2021202002)。; The presence of horizontal layered rocks in tunnel engineering significantly impacts the stability and strength of the surrounding rock mass,leading to floor heave in the tunnel.This study focused on preparing layered...; 关键词：Layered rock Floor heave Horizontal compression test Failure behavior Partition wall

Tunnelling performance prediction of cantilever boring machine in sedimentary hard-rock tunnel using deep belief network被引量：2: 《Journal of Mountain Science》2023年第7期2029-2040,共12页SONG Zhan-ping CHENG Yun ZHANG Ze-kun YANG Teng-tian; National Natural Science Foundation of China (Grant No.52178393);the Science and Technology Innovation Team of Shaanxi Innovation Capability Support Plan (Grant No.2020TD005);Science and Technology Innovation Project of China Railway Construction Bridge Engineering Bureau Group Co.,Ltd.(Grant No.DQJ-2020-B07)。; Evaluating the adaptability of cantilever boring machine(CBM) through in-depth excavation and analysis of tunnel excavation data and rock mass parameters is the premise of mechanical design and efficient excavation in...; 关键词：Urban metro tunnel Cantilever boring machine Hard rock tunnel Performance prediction model Linear regression Deep belief network

Numerical simulation of rockburst disaster and control strategy of constant resistance and large deformation anchor cable in Gaoloushan tunnel被引量：1: 《Journal of Mountain Science》2023年第6期1605-1619,共15页MIAO Cheng-yu JIANG Ming LI Zhi-hu SUN Xiao-ming ZHANG Tong ZHANG Yong YANG Jin-kun REN Chao SONG Peng; funded by the National Natural Science Foundation of China(52174096,42277174);the Fundamental Research Funds for the Central Universities(2022YJSSB03);the Scientific and Technological Projects of Henan Province(232102320238)。; The Gaoloushan Tunnel in Longnan City,Gansu Province,China,frequently experiences rockburst disasters due to high in-situ stress.Managing rockburst in deep-buried tunnels remains a challenging issue.This paper employs...; 关键词：TUNNEL ROCKBURST RFPA Constant Resistance and Large Deformation anchor cable Long and short cable coupling support.

Supporting structure failure caused by the squeezing tunnel creep and its reinforcement measure被引量：4: 《Journal of Mountain Science》2023年第6期1774-1789,共16页ZHAO Jin-peng TAN Zhong-sheng LI Lei WANG Xiu-ying; the National Natural Science Foundation of China(Grant No.51978041)。; Tunnels deeply buried have high crustal stress and are prone to large deformation disasters when encountering soft rock.The large deformation phenomenon during the construction process of the Maoxian Tunnel on the Che...; 关键词：Squeezing tunnel Mechanical responses Long-term creep Second-layer support On-site monitoring

Erratum to: Dynamic response characteristics of a circular lined tunnel under anisotropy frost heave of overlying soil at the tunnel portal section in cold regions: 《Journal of Mountain Science》2023年第6期1805-1805,共1页ZHANG Shuo-cheng CHEN Wen-hua

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