Showing 50 of 516 papers in Earth & Space

Precise Positioning Construction Technology for Cable Ducts and Steel Anchor Boxes in Cable-Stayed Bridges (Postprint)

Yuan Hong, Yuan Tao
2025-08-04 ChinaXiv: chinaxiv-202508.00199 Mixed Source

Yangtang Bridge is a single-tower, double-cable-plane, inward-inclined cable-stayed bridge with a total length of 607 m. The main tower features an H-shaped structure with a height of 65 m, and is equipped with 17 cables in total, among which cables 1-8 are cable conduits and 9-17 are steel anchor b…

Field Experimental Study on Vertical Bearing Performance of Bored Cast-in-Place Piles in Deep Sandy Soil Areas (Postprint)

Huo Erlun, Yao Zhigang
2025-08-04 ChinaXiv: chinaxiv-202508.00202

To investigate the vertical bearing performance of bored piles in deep sand areas, this paper presents a field static load test conducted for a project in Wuhan, elaborates on the advantages of bored piles, and comparatively studies the test results of single pile vertical ultimate bearing capacity …

Research on Tunnel Construction Technology for Surrounding Rock in Railway Engineering Projects Based on the Premise of Safety Production: Postprint

Wu Jianming
2025-08-04 ChinaXiv: chinaxiv-202508.00203

During railway engineering project construction, conducting tunnel construction in surrounding rock is prone to hazards such as rockfall and collapse, which may lead to safety and quality accidents. Therefore, this paper introduces safety risk assessment methods for surrounding rock tunnels in railw…

Dynamic Response of Deep-Water Bridge Pier Pile Group Foundations Under Wave-Current Coupling (Postprint)

Wu Wenbing, Jin Rengui, Libo Chen
2025-08-04 ChinaXiv: chinaxiv-202508.00205 Mixed Source

To investigate the dynamic response characteristics of deep-water bridge pier pile group foundations under wave-current coupling action, the JONSWAP spectrum was selected to simulate the nonlinear effects of waves, MATLAB software was used to program and solve the time-history curves of wave-current…

Experimental Study on Dynamic Characteristics of Red Mud Tailings in Reservoirs (Post-Print)

Jiang Hu, Wang Meng, Chen Pu, Liu Weiwei
2025-08-04 ChinaXiv: chinaxiv-202508.00177 Mixed Source

This study investigates red mud tailings material, employing GCTS cyclic triaxial apparatus to conduct dynamic triaxial tests on red mud, examining its dynamic deformation and strength characteristics under varying consolidation confining pressures and consolidation ratios. Results indicate that wit…

Shield Tunneling Advance Control Technology for Close-Proximity Underpassing of Existing Lines in Soft Ground Postprint

Yan Fang
2025-08-04 ChinaXiv: chinaxiv-202508.00179 Mixed Source

Based on the close undercrossing of the existing Line 3 by the Jiucheng ventilation shaft—Chengxin Avenue station section of Nanjing Metro Line 5 TA01 bid, this paper introduces a series of targeted measures implemented during shield tunneling through soft strata under the condition of poor deformat…

Postprint: Seismic Stability Analysis of a Tailings Pond

Wang Meng
2025-08-04 ChinaXiv: chinaxiv-202508.00213 Mixed Source

Tailings dams constitute major hazard sources for metal and non-metal mines, and red mud represents a strongly alkaline tailing discharged during alumina extraction processes. In recent years, the number of tailings dams has been continuously increasing, with earthquakes serving as critical factors …

Stress Distribution Characteristics of Retaining Walls at Different Rotation Points (Postprint)

Luriel, Liu Zhijun, Sun Guanhua, Haokun Shen, Lu Yingfa
2025-08-04 ChinaXiv: chinaxiv-202508.00180

Based on the characteristics of small deformation theory, a new method for stability analysis of slope retaining walls under different rotation axis conditions is proposed (small deformation theory solution). For the slope body: based on the stress distribution satisfying the stress equilibrium diff…

Postprint: Video Features and Intelligent Recognition Methods for Water Inrush in the Yunnan Wangjiazhai Tunnel

Dang Shengshuo, Ding Wenqi, Zhang Qingzhao, Wang Qiushi, Tang Jixiang
2025-08-04 ChinaXiv: chinaxiv-202508.00181 Mixed Source

Taking the water inrush event in the Wangjiazhai semi-lithified tunnel in Yunnan as the engineering background, this study analyzes the video characteristics throughout the entire water inrush process, selects a deep learning model suitable for identifying tunnel water inrush features, and utilizes …

Postprint: Study on In-situ Mechanical Properties of Tuff Rock Mass

Tang Aisong, Wang Yongsheng, Yao Shaoqiang
2025-08-04 ChinaXiv: chinaxiv-202508.00182 Mixed Source

As a pyroclastic rock, tuff finds extensive application in construction and engineering due to its dense structure, high compressive strength, and excellent durability. This study investigates the in-situ mechanical properties of tuff from sites in Shunxi (Zhejiang), Fushun (Liaoning), and Emin (Xin…

Postprint: Research on Tunnel Segment Layout Technology Based on Intelligent Optimization Methods

Cui Zhuoyu, Ding Wenqi, Shen Yude, Tang Jixiang, Ma Chang
2025-08-04 ChinaXiv: chinaxiv-202508.00184

Segment assembly, as a crucial procedure in shield tunneling construction, renders segment layout technology of significant importance for tunneling projects. Currently, layout techniques relying on designers' experience and traditional mathematical formulas exhibit low precision and efficiency. To …

Postprint of Research on High-Pressure Water-Abrasive Coupled Jet Rock Breaking Technology and In-Situ Sample Preparation Device

Du Weizhang, Cheng Peiming, Zhao Shunli, Yang Yu, Guo Chong
2025-08-04 ChinaXiv: chinaxiv-202508.00185

To address the issues of harsh working environments, low efficiency for technicians, and insufficient adaptability to complex geological conditions in traditional rock mass in-situ test specimen preparation, this paper proposes an in-situ specimen preparation device based on high-pressure water-abra…

Postprint: Application of FDEM in Blasting-Induced Rock Fragmentation in Jointed Rock Masses

Xu Chenyu, Hu Yingguo, Li Peng, Liu Meishan, Li Gengquan
2025-07-30 ChinaXiv: chinaxiv-202508.00097 Mixed Source

The Finite-Discrete Element Method (FDEM) is an advanced numerical computational method highly suitable for simulating the complete process of rock blasting and fracture. Considering that intact rock masses contain numerous joint surfaces, this study introduces a realistic joint constitutive model t…

Theoretical Methods for Rockburst Prevention and Control Based on Prestressed Elliptical Tunnels with Optimal Axial Ratio (Postprint)

Zhang Boyi, Zhao Chengqianyuan, Sun Zeyuan, Xing Jinquan, Luo Yinfeng, Luo Qinyuan
2025-07-30 ChinaXiv: chinaxiv-202508.00098

Rockburst, as a serious geological hazard, frequently poses significant threats to tunnel stability and construction safety. Traditional circular tunnels under non-hydrostatic pressure conditions readily form localized stress concentration zones in the surrounding rock mass, which can easily trigger…

Postprint: Model Test Study on Electromagnetic Control of Unstable Rock Stability Based on Natural Vibration Frequency

Zhang Minrui, Kong Deheng, Xiao Feizhi, Li Bo
2025-07-30 ChinaXiv: chinaxiv-202508.00099

Rockfall disasters along highway slopes in China are characterized by wide distribution, high frequency, and sudden occurrence, presenting a challenge for prevention and control efforts due to the lack of reliable early warning indicators. This study innovatively proposes an electromagnetically cont…

Theoretical Analysis and Numerical Simulation of Surrounding Rock Damage under Bench Blasting in Top Heading of Tunnel Engineering: Postprint

Zhang Lei
2025-07-29 ChinaXiv: chinaxiv-202508.00103 Mixed Source

To thoroughly investigate the degree of surrounding rock damage during the bench blasting process in tunnel engineering, this study takes a certain Grade II surrounding rock as an example, starting from the mechanism of crack generation in a single blasthole, exploring the interaction mechanism betw…

Postprint of Study on Seepage Laws of Surrounding Rock in Karst Tunnels Under Various Influencing Factors

Tian Xiaolu
2025-07-29 ChinaXiv: chinaxiv-202508.00105 Mixed Source

To investigate the seepage behavior in karst tunnel surrounding rock, the Yesanguan Tunnel of the Yi-Wan Railway was selected as the engineering case study. Key factors influencing surrounding rock seepage were identified through analysis of engineering data and literature review. An elastic damage-…

Study on the Impact of Karst Water Inrush on Urban Tunnels and Grouting Water-blocking Measures (Postprint)

Wang Yuedong
2025-07-29 ChinaXiv: chinaxiv-202508.00106 Mixed Source

Karst geological regions, due to their unique geological structures and surface morphologies, frequently encounter hydrogeological issues such as water inrush, posing potential threats to the stability and safety of urban tunnels. This study investigates the impact of karst geological water inrush o…

Analysis of Surrounding Rock Deformation Characteristics and Support Measures Based on Field Monitoring: A Postprint

On Asia
2025-07-29 ChinaXiv: chinaxiv-202508.00107 Mixed Source

Taking the Hulinjia Tunnel as a case study, the deformation characteristics of tunnel surrounding rock were thoroughly investigated through field monitoring methods, and corresponding support measures were proposed to ensure safe, stable, and normal tunnel operation. The research results indicate th…

Postprint: Rapid Excavation and Bench Parameter Optimization of the Micro-Bench Method for Cold Region Tunnels

Zhang Shengli
2025-07-29 ChinaXiv: chinaxiv-202508.00108 Mixed Source

The bench method exhibits significant advantages in saving construction time and improving mechanized operation levels, but has certain limitations in controlling surrounding rock stability and preventing deformation. To reduce the deformation impact of bench excavation on tunnel surrounding rock, t…

Construction Technology for Tunnels Traversing Highly Water-Bearing Strata in Complex Environments: A Postprint

Luo Yuanyu
2025-07-29 ChinaXiv: chinaxiv-202508.00109 Mixed Source

The Taixi Railway Heping Tunnel traverses fault fracture zones characterized by highly fractured rock masses in lithological contact zones, well-developed intrusive and fault structures, extremely poor surrounding rock stability, and a strongly water-rich environment, which renders water inrush and …

Comparative Study on Overbreak and Underbreak Effects of Shaped Charge Blasting and Smooth Blasting in Multi-jointed Tunnels (Postprint)

Yang Hongyin
2025-07-29 ChinaXiv: chinaxiv-202508.00110 Mixed Source

To investigate the advantages of shaped charge blasting compared to traditional smooth blasting in multi-jointed tunnels, four double-hole smooth blasting and shaped charge blasting models were established to study the influence law of the angle between joints and the line connecting blastholes on o…

Parameter Optimization of Retaining Structures for Deep Foundation Pit Excavation in Cable Tunnels (Postprint)

Zhu Zhixiang
2025-07-29 ChinaXiv: chinaxiv-202508.00112 Mixed Source

Based on a deep foundation pit project for a cable tunnel, a numerical calculation model of the deep foundation pit and its supporting structure was established using MIDAS GTS NX software, and the numerical model was validated through analysis of field measurement data. The effects of parameters su…

Postprint: Analysis of Dewatering and Deformation Characteristics of Deep Foundation Pit Excavation for a Cable Tunnel

Guo Hui
2025-07-29 ChinaXiv: chinaxiv-202508.00115 Mixed Source

Taking the deep foundation pit excavation of a certain cable tunnel as the research object, a numerical calculation model was established based on Midas GTS NX software, validated using field measurement results, and further employed to investigate the dewatering and deformation characteristics duri…

Coordinated Development and Application of Layered Top-Down Construction with Honeycomb Topology for Ultra-Deep Underground Space: Postprint

Zhang Peng, Wen Yanren, Peng Binbin
2025-07-29 ChinaXiv: chinaxiv-202508.00116 Mixed Source

To address land resource scarcity in high-density urban environments, this study proposes a development technology system for ultra-deep underground space (-130 m) based on regular hexagonal honeycomb topology. Through collaborative design of a three-level road network architecture (main artery Φ30 …

Analysis of Crack Control in Building Structures (Postprint)

Lin Haibo
2025-07-29 ChinaXiv: chinaxiv-202508.00117

With the advancement of construction technology, concrete members have become the predominant structural form in buildings. However, most ordinary concrete members operate in a cracked state, and the causes of crack formation are multifaceted. Therefore, classifying cracks based on their causes and …

Study on Construction Technology for Small-Angle Grinding of Row Piles by EPB Shield Machines with Soft-Soil Cutters - Postprint

Wang Lianfu
2025-07-29 ChinaXiv: chinaxiv-202508.00120

With the development of rail transit technology, shield tunneling machines grinding piles while undercrossing existing structures has become increasingly commonplace. Improper parameter selection can not only cause damage to shield machine equipment, but may even lead to secondary disasters such as …

Numerical Simulation of Dynamic Impact Mechanical Properties of Coal-Rock Mass Using LS-DYNA: Postprint

Jiang Shichao
2025-07-29 ChinaXiv: chinaxiv-202508.00122 Mixed Source

Research on the dynamic mechanical properties of coal rock has gradually become an active area of investigation; however, most dynamic loading experiments are completed instantaneously, precluding detailed study of failure and damage mechanisms. Therefore, this study employs LS-DYNA software to cond…