Engineering Engineering And Technical Sciences ×

Showing 50 of 73 papers in Engineering And Technical Sciences

Physical Simulation of Strong Earthquake-Fault Dislocation Coupling Effects in Tunnels Crossing Active Faults (I): Experimental System and Methods

Mei Xiancheng, Cui Zhen, Sheng Qian, Chen Jian, Fei Yang, Tang Langzhou, Zhao Xu, Li Ruohan, Huang Jingqi, Cui Zhen
2025-10-13 ChinaXiv: chinaxiv-202510.00070 Mixed Source

Tunnel damage cases in strong earthquake events such as the 2022 Menyuan earthquake have conclusively confirmed that sections of tunnels crossing active fault zones suffer severe seismic damage due to the combined influence of fault displacement from active faults and strong seismic forces. Correctl…

Postprint: Influence Mechanism of Temperature Gradient on Soft Clay Foundation Consolidation in PVTD Technology

Zhang Binyuan, Wang Hao
2025-09-02 ChinaXiv: chinaxiv-202509.00004 Mixed Source

This study establishes a fully coupled thermo-hydro-mechanical (THM) finite element model based on non-equilibrium thermodynamics theory. The model innovatively introduces bound water temperature and particle temperature parameters to characterize microscopic thermal effects, thereby systematically …

Postprint: Analysis Method for Dynamic Thermal Response of U-Tube Energy Piles in Layered Ground under Transient Heat Source Conditions

Jiǎng Gāng, Zong Chenfeng, Wang Ziyi, Wang Qinhu, Yang Haofan
2025-09-02 ChinaXiv: chinaxiv-202509.00005 Mixed Source

Energy piles serve both load-bearing and heat exchange functions, holding significant value in ground-source heat pump applications. However, under layered foundation conditions, the heat transfer mechanism of pile-soil heat exchange is rather complex. Existing analysis methods are mostly based on c…

Postprint of In-situ Experimental Study on Thermal Performance and Thermo-Mechanical Response of Energy Floor Slabs in Subway Stations

Wang Cheng, Wang Hao, Wang Zhongtao
2025-09-02 ChinaXiv: chinaxiv-202509.00007 Mixed Source

This study focuses on the application of ground-source heat pump systems in subway stations, specifically addressing the thermo-mechanical coupling response and heat transfer mechanism of energy slabs. Currently, the thermal performance and structural safety of such structures under real operating c…

Postprint: Damage Process of Typical Debris Flows on In-Service Check Dams in Southwestern Mountainous Regions

Luo Chaopeng, Kang Yongchuang
2025-09-02 ChinaXiv: chinaxiv-202509.00009 Mixed Source

The mountainous areas of Southwest China are characterized by steep terrain, deeply incised valleys, and complex geological structures. Debris flows, as the primary type of geological hazard in this region, severely restrict regional economic development due to their typical characteristics of beyon…

Postprint of 3D Model Construction and Stability Analysis of Dangerous Rock Masses Based on Close-range Photogrammetry and Ground Penetrating Radar Technology

Ou Anfeng, Wu Shuyu, Yang Jinjun, Yu Jiasong, Hou Shuai
2025-09-02 ChinaXiv: chinaxiv-202509.00010 Mixed Source

To address the problems of low work efficiency, high safety risk, and survey blind spots in the investigation of high-steep dangerous rock masses, this study takes the No. 1 high-elevation dangerous rock mass at a hydropower project as an example and establishes an investigation system for such rock…

Postprint: Study on Internal Pressure Load Sharing Ratio of Lined Rock Cavern Gas Storage Structures

Zhang Yunlong, Zheng Kexun, Jiang Zhongming, Zhou Wanfen, Shenwei Zou, Zhao Daiyao
2025-09-02 ChinaXiv: chinaxiv-202509.00011

Gas storage facilities are critical components of compressed air energy storage (CAES) power stations, and lined rock cavern gas storage facilities have attracted widespread industry attention due to their flexible siting and scalable capacity. Accurately determining the magnitude of internal pressu…

Preliminary Study on Calculation Methods for Residual Sliding Force of Wedge Landslides: Postprint

Zhang Chengchen, Pu Shutao, Chen Zaiqian, Wang Haicheng, Han Xiao, Wang Senlin
2025-09-02 ChinaXiv: chinaxiv-202509.00013

Landslide disasters constitute one of the primary natural disasters in human history. Understanding calculation methods for landslide residual sliding force enables the targeted design of landslide treatment schemes. Given the current scarcity of research and engineering practice on wedge-shaped lan…

Analysis of Seepage Characteristics of Lanxi Reservoir, Guizhou Province (Postprint)

Tang Songxuan, Pei Xiongwei, Han Xiao, Ye Jianlong, He Rui
2025-09-02 ChinaXiv: chinaxiv-202509.00014 Mixed Source

In karst regions, leakage issues have consistently been pivotal to the success or failure of dam and reservoir construction projects. The spatial complexity and dynamic evolutionary nature of karst development determine the intricacy of karst leakage problems. This paper analyzes the leakage charact…

Postprint: Physicochemical and Compression Deformation Characteristics of Dispersive Clay under Freeze-Thaw and Immersion

Han Xiao, He Rui, Wang Lixiang
2025-09-02 ChinaXiv: chinaxiv-202509.00015 Mixed Source

To investigate the effects of freeze-thaw cycles and immersion on the physicochemical properties, deformation characteristics, and state of dispersive clay, laboratory physical, chemical, and compression tests were conducted on dispersive clay, and a compression deformation formula for dispersive cl…

Disintegration and Fragmentation Effects of High-Position Rock Landslide Debris Flow Based on Large-Scale Physical Model Experiments: A Postprint

Chen Feiyu, He Xurong, Huo Zihao, Zhang Shilin, Yang Chaoping
2025-09-02 ChinaXiv: chinaxiv-202509.00018

Disintegration and fragmentation effects are ubiquitous in the motion of high-elevation rockslides, capable of altering both the material state and kinematic state of the landslide mass, thereby influencing its energy distribution and dynamic transmission characteristics. To investigate the disinteg…

Plastic Zone Analysis of Layered Surrounding Rock Based on the Modified Hoek-Brown Criterion (Postprint)

Ma Chang, Ding Wenqi, Zhang Qingzhao
2025-09-02 ChinaXiv: chinaxiv-202509.00020 Mixed Source

To investigate the distribution characteristics and evolution patterns of plastic zones in stratified surrounding rock, the boundaries of rock mass plastic zones considering rock mass anisotropy in both hydrostatic and non-hydrostatic pressure fields were derived based on the modified Hoek-Brown cri…

Research and Application of IPSO-SVM-Based Coal and Gas Outburst Prediction Model: Postprint

Pan Jingtao, Zhang Bohan, Zhao Dan, comfortable
2025-08-20 ChinaXiv: chinaxiv-202508.00256 Mixed Source

Coal and gas outburst constitutes a major safety hazard in China's mine production, posing severe threats to underground personnel and constraining mining efficiency. To address this issue, this study comprehensively investigates the occurrence mechanism and key influencing factors of coal and gas o…

Effect of Randomness of Bidirectional Seismic Ground Motion on Fuzzy Reliability of Toppling Rock Mass: Postprint

Jixu Zhang, Fu Xiaodong, Wang Linfeng
2025-08-20 ChinaXiv: chinaxiv-202508.00257 Mixed Source

Unstable rock masses are highly prone to collapse disasters under seismic action. To calculate the stability of toppling-type unstable rocks under bidirectional seismic action and investigate the influence of ground motion randomness on their dynamic fuzzy reliability, this study analyzes the dynami…

Postprint: Dynamic Stability and Spectral Characteristics of Toppling Unstable Rock Mass under Seismic Action

Zhang Jixu, Fu Xiaodong, Wang Linfeng
2025-08-20 ChinaXiv: chinaxiv-202508.00258 Mixed Source

To more reasonably evaluate the dynamic stability of rockfall masses under seismic action, a mass viscoelastic model was employed to simulate the two primary controlling surfaces of toppling-type rockfall. Based on the principles of structural dynamics, a dynamic response analysis model and equation…

Postprint: Deep-Hole Consolidation Grouting Construction Technology for Tunnel and Shaft Structures in Pumped-Storage Power Stations

Xie Jishi
2025-08-20 ChinaXiv: chinaxiv-202508.00264

Pumped-storage power stations feature numerous tall and large shaft structures. Typically, consolidation grouting for vertical shafts involves arranging horizontal diffusion holes around the shaft walls; however, this method presents various disadvantages in actual construction, including issues rel…

Postprint: Evolution Characteristics of Temperature Field in High-Geothermal Tunnels Based on Temperature-Time Effect (TTE) of Material Thermal Parameters

Liu Xinrong, Wang Yan, Zhou Xiaohan
2025-08-20 ChinaXiv: chinaxiv-202508.00266 Mixed Source

Investigating the temperature field evolution in high-geothermal tunnels is crucial for optimizing thermal control strategies. Field monitoring obtained the spatiotemporal distributions of rock temperature (Tr), environmental temperature (Te), and air flow velocity (Wv), while laboratory experiments…

Toppling Deformation Evolution Mechanism and Failure Mode of Anti-dip Rock Slopes Based on Physical Model Tests (Postprint)

Zhao Qian, Yang Zhongping, Zhang Shunbo
2025-08-20 ChinaXiv: chinaxiv-202508.00267

Due to its abruptness and extensive occurrence, slope toppling failure has become a typical deformation pattern requiring urgent attention in engineering construction and disaster prevention within the geologically complex mountainous regions of southwestern China. To thoroughly investigate its unde…

Research on Landslide Knowledge Graph Construction Methods for Engineering Geology: Postprint

Xu Qiang, Cui Shenghua, Huang Wei, Pei Xiangjun, Fan Xuanmei, Ai Ying, Zhao Weihua, Luo Yonghong, Luo Jing, Liu Ming, Xia Min, Wang Fei, Peng Dalei, Zheng Guang, Chen Wanlin
2025-08-20 ChinaXiv: chinaxiv-202508.00270 Mixed Source

Big data has brought new opportunities to landslide research; however, due to issues such as complex data types, diverse semantic relationships, and unclear sharing mechanisms, deep mining of landslide data remains limited, and the advantages of big data are difficult to realize in landslide researc…

Airborne LiDAR-Based Hazard Assessment of Slope Geological Disasters in Shenzhen (Postprint)

Deng Bo, Zhang Hui, Bai Jun, Dong Xiujun, Jin Dianqi, Zhang Shaobiao
2025-08-20 ChinaXiv: chinaxiv-202508.00271 Mixed Source

Shenzhen is a megacity that emerged following China's reform and opening-up, having experienced rapid urbanization with frequent land transformation. Simultaneously influenced by a subtropical monsoon climate, the jurisdiction features abundant rainfall and dense vegetation cover, rendering geologic…

Red Beds and Their Geological Hazards: A Postprint

Xu Qiang, Tang Ran
2025-08-20 ChinaXiv: chinaxiv-202508.00272

Red beds refer to the collective term for red rock series deposited throughout various geological historical periods, represent typical "slip-prone strata", and are prone to triggering clustered geological hazards during intense rainfall events. A review of research findings on the development, dist…

Characteristics and Formation Mechanism of the Liquefaction-Induced Landslide-Debris Flow in Zhongchuan Township, Qinghai, Triggered by the Jishishan Ms6.2 Earthquake, Gansu: A Postprint

Xu Qiang, Peng Dalei, Fan Xuanmei, Dong Xiujun, Zhang Xiaochao, Wang Xin
2025-08-20 ChinaXiv: chinaxiv-202508.00273 Mixed Source

The Ms 6.2 Jishishan earthquake in Gansu on December 18, 2023, triggered a typical earthquake-induced liquefaction-type landslide-debris flow in Jintian Village and Caotan Village, Zhongchuan Township, Minhe County, Haidong City, Qinghai Province, resulting in numerous houses being surrounded and bu…

Kinematic Process Analysis of the February 8, 2025 Junlian County, Yibin City, Sichuan Province Landslide Based on Seismic Records: Postprint

Pu Feng, Xu Qiang, Pu Chuanhao, Dong Xiujun, Su Jinrong, Guo Pengyu, Deng Bo, Li Zhigang
2025-08-20 ChinaXiv: chinaxiv-202508.00279 Mixed Source

Around 11:50 AM on February 8, 2025, Beijing time, a sudden landslide occurred at Gaojiaping, Jinping Village, Mu'ai Town, Junlian County, Yibin City, Sichuan Province, resulting in severe casualties and property damage. To investigate the kinematic process of the landslide, seismic records generate…

Current Status and Future Prospects of Aerial Remote Sensing Technology for Geological Hazards: Postprint

Xu Qiang, Guo Chen, Dong Xiujun
2025-08-20 ChinaXiv: chinaxiv-202508.00282 Mixed Source

Geological disasters occur frequently in China, with particularly severe disaster-induced losses. Multiple major geological disaster events in recent years have demonstrated that geological disaster prevention and control in densely vegetated mountainous areas and inaccessible regions constrained by…

Postprint: Identification and Risk Assessment of Thermal Hazard-Inducing Structures in Deep-Buried Tunnels

Zhang Shishu, Zhao Xiaoping
2025-08-20 ChinaXiv: chinaxiv-202508.00283

As a major technical challenge in tunnel construction, thermal hazards induced by geothermal anomalies encompass disaster-causing elements including hot water and gas sources, transport pathways, dynamic mechanisms, and engineering indicators, featuring strong concealment, high suddenness, and compl…

Postprint: Preliminary Analysis of Cluster Landslides Triggered by Extreme Rainfall in Jiangwan Town, Shaoguan, Guangdong, April 2024

Xu Qiang, Xu Fanshu, Pu Chuanhao, Li Weile, Fan Xuanmei, Dong Xiujun, Wang Xiaochen, Li Zhigang
2025-08-20 ChinaXiv: chinaxiv-202508.00284 Mixed Source

In mid-to-late April 2024, an extreme heavy rainfall event occurred in Shaoguan City, Guangdong Province, triggering a large number of landslide disasters in the Jiangwan Town area of Shaoguan, causing certain regions to remain disconnected for nearly 36 hours and attracting widespread social attent…

Advances in Space-Air-Ground Collaborative Landslide Monitoring Technology: Postprint

Xu Qiang, Zhu Xing, Li Weile, Dong Xiujun, Dai Keren, Jiang Yanan, Lu Huiyan, Guo Chen
2025-08-20 ChinaXiv: chinaxiv-202508.00285 Mixed Source

Landslide hazards rank among the natural disasters with the highest frequency, widest distribution, and most severe losses globally, posing a grave threat to human life and property safety as well as major engineering facilities. Scientific monitoring serves as a critical technical prerequisite for …

Major Engineering Geological Problems and Treatment Measures of the Shuangjiangkou Hydropower Station on the Dadu River (Post-Print)

Zhang Shishu, Zhao Xiaoping
2025-08-20 ChinaXiv: chinaxiv-202508.00287 Mixed Source

The Shuangjiangkou Hydropower Station is located in the high mountain and gorge area of Aba Prefecture, Sichuan Province, and is the world's highest under-construction earth-core rockfill dam (maximum dam height 315 m), as well as one of China's most technically challenging hydropower projects. Its …

Postprint: Research on the Chain Formation Mechanism and Emergency Monitoring and Early Warning of High-Elevation Landslide-Debris Flow Disasters in Junlian, Sichuan

Zhang Shishu, Zhao Xiaoping
2025-08-20 ChinaXiv: chinaxiv-202508.00288 Mixed Source

On February 8, 2025, an extra-large high-position landslide-debris flow disaster occurred at Jinping Village, Mu'ai Town, Junlian County, Yibin City, Sichuan Province, resulting in significant casualties and property losses. This study systematically investigates the chain-forming mechanism and emer…

Postprint: Comprehensive Remote Sensing Monitoring and Deformation Mechanism Analysis of Typical High-Elevation Landslides in the Longmenshan Strong Earthquake Area

Wang Xincheng, Li Weile
2025-08-20 ChinaXiv: chinaxiv-202508.00290 Mixed Source

The Longmenshan strong earthquake zone widely features "V"-shaped erosion-denudation alpine gorge landforms. The Longmenshan fault zone within the region has continuously maintained strong tectonic activity since the Quaternary, resulting in frequent collapse and landslide disasters that seriously t…

Comprehensive Identification and Deformation Evolution Characteristics of Landslides in the Lianghekou Hydropower Station Reservoir Area During Initial Impoundment (Postprint)

Li Xueqing, Weile Li
2025-08-20 ChinaXiv: chinaxiv-202508.00291 Mixed Source

Water impoundment of large reservoirs exerts a significant triggering effect on reservoir bank landslides. Research on early identification and deformation evolution of reservoir bank landslides can provide important support for geological disaster prevention and control in reservoir areas. The Lian…

Postprint: An Introduction to Treatment Technology for Water Seepage in Retaining Structures of Foundation Pits beneath Existing Buildings

Chen Ruiheng
2025-08-20 ChinaXiv: chinaxiv-202508.00293 Mixed Source

The Dongjiekou Station of the Fuzhou Urban Rail Transit Line 4 Phase I Project is located in the city center area, constituting a three-level underground station featuring a cross interchange with Line 1. The surrounding environment is complex, with certain foundation pit retaining structures positi…

Construction Technology for the Intersection Section of Inclined Shaft and Main Tunnel in Dapanshan Tunnel (Postprint)

Zhang Xu
2025-08-20 ChinaXiv: chinaxiv-202508.00295 Mixed Source

The construction of inclined shafts in extra-long highway tunnels constitutes an important auxiliary construction measure that increases working faces, facilitates mucking and material transportation, improves ventilation, and enhances construction efficiency, thereby holding significant importance …

Construction Technology for Internal Structures of Single-Bore Double-Track Shield Tunnels in Urban Rail Transit (Postprint)

Yichen Wang
2025-08-20 ChinaXiv: chinaxiv-202508.00296

Against the backdrop of integrated development of urban rail transit and various types of railways in China, the application of single-tube double-track shield tunnels is increasing. Compared with traditional double-tube double-track tunnels, they have larger diameters and more complex internal stru…

Post-print: Prefabricated Central Partition Wall Assembly Technology for Ultra-large Diameter Shield Tunnels

Huang Yutao
2025-08-20 ChinaXiv: chinaxiv-202508.00297 Mixed Source

The Shanghai Metropolitan Railway Airport Link Line Project marks the first implementation of fully prefabricated assembly technology for circular tunnel interior structures in the domain of large-diameter shield tunnels within China. The tunnel features an outer diameter of 13.6 m and an inner diam…

A Large-Scale Instrument for Measuring the Rheological Properties and Compressibility of Stabilized Soil Postprint

Wang Zhiguo, Zhong Yiyan, Chen Minjie
2025-08-20 ChinaXiv: chinaxiv-202508.00298 Mixed Source

Soil conditioning is one of the important methods to ensure tunnel face stability and excavation efficiency in Earth Pressure Balance (EPB) shield tunneling. Commonly used soil conditioning agents currently include water, foam, bentonite slurry, polymers, and other materials. At present, there is a …

Postprint: Study on Muck Conditioning Technology for Deep-Buried Shield Tunnel Crossing Full-Face Sand Layer

Zhu Sirun, Xie Wenda, Chen Minjie
2025-08-20 ChinaXiv: chinaxiv-202508.00299

Taking the EPB shield tunneling of Guangzhou Metro Line 18 through full-face sand layers at large burial depth as the engineering background, this paper summarizes the key technologies for soil conditioning during construction and draws the following conclusions: 1) When shield tunneling through wat…

Ultra-Large Diameter Shield Tunneling through Composite Strata and Cutting of Existing Building Pile Groups: Technical Research and Practice (Post-Print)

Zhang Haibin, Lu Yangyi, Zhan Chun, Dai Changkang, Liu Jiazhi, equation
2025-08-20 ChinaXiv: chinaxiv-202508.00300 Mixed Source

As shield tunneling technology extends toward super-large diameters and complex geological conditions, the safety control of shield tunneling through existing building pile foundation groups has become a critical engineering challenge. This paper takes the Guangzhou Haizhuwan Tunnel Project as the r…

Analysis of Foundation Pit Design and Construction Impacts on Existing Metro Structures in Nansha Soft Soil Area: Postprint

Ou Suihui
2025-08-20 ChinaXiv: chinaxiv-202508.00304 Mixed Source

The muck and mucky soil in Nansha District exhibit characteristics including higher water content, large void ratio, low natural density, high compressibility, and low strength. Compared with marine soft soils in other domestic regions, they exert a more pronounced influence on engineering construct…

Postprint: LiDAR Remote Sensing for Refined Identification of Debris Flow Source Materials in Heavily Vegetated Mountainous Regions

Liu Xiaosha, Dong Xiujun, Qian Jiren, Guo Chen, Zhao Juncheng, Zhan Jiaqi
2025-08-20 ChinaXiv: chinaxiv-202508.00305 Mixed Source

Identification and calculation of debris flow sources constitute the foundation for scientifically assessing the scale, hazard level, and comprehensive management of debris flows. However, traditional ground surveys and optical remote sensing methods struggle to effectively identify debris flow sour…

Postprint: Automatic Detection of Slope Deformation Cracks through Point Cloud and Digital Image Data Fusion

Deng Bo, Xu Qiang, Dong Xiujun, Ju Yuanzhen, Hu Wuting
2025-08-20 ChinaXiv: chinaxiv-202508.00308 Mixed Source

As one of the precursor characteristics of slope deformation, surface cracks can provide predictive information for early identification of geological hazards and determination of kinematic instability characteristics. Constrained by terrain conditions, manual inspection suffers from low efficiency,…

Cost-benefit analysis of road-underground co-modality strategies for sustainable city logistics (Postprint)

Chen Zhilong
2025-08-04 ChinaXiv: chinaxiv-202508.00197 Mixed Source

New-type urbanization necessitates smart, green, and efficient logistics systems to meet growing mobility demand. This paper explores the road-underground co-modality for urban freight transport (RUM4UFT) as a solution to urban traffic challenges, which includes three modal split strategies: mixed-u…

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…