Journal of World Architecture

Research on Load Transfer Law of Combined Reinforcement Using Anchor Cable Frames and Anti-slide Piles: Dynamic Analysis Based on Pile-Soil Contact Stress

2026-07-10T10:22:24+08:00

From the perspective of dynamic analysis of pile-soil contact stress, this paper investigates the load transfer law of combined reinforcement using anchor cable frames and anti-slide piles. It encompasses the load transfer mechanism of the combined reinforcement using anchor cables and anti-slide piles, collaborative design judgment, and long-term performance prediction. The aim is to provide a reference for subsequent collaborative design and its application, thereby ensuring the effectiveness of the combined reinforcement.

The Value of Construction Quality Management in Safety Risk Management

2026-07-10T10:22:24+08:00

The construction industry is a pillar industry of the national economy. Its development quality and safety level are directly related to social public interests, personal life, and property safety, as well as the sustainable development of the industry. Focusing on the internal correlation between construction quality management and safety risk management, this paper analyzes the core value of quality management in safety risk management. Combined with the current development situation and practical pain points of the industry, it explores the specific application paths of integrating quality management into safety risk management. The research shows that systematic quality management is the foundation for building a solid safety risk defense line, which can realize advanced risk prediction, whole-process control, and source governance, and provide theoretical support and practical reference for the safe and high-quality development of the construction industry.

Research on Systematic Investigation and Multi-dimensional Treatment of Tunnel Diseases in the Sichuan-Xizang Highway Tunnel

2026-07-10T10:22:25+08:00

In this paper, the typical diseases of 17 tunnels in the Zhubalong to Dongjiu section of the Sichuan-Xizang Highway on the National Highway 318 were systematically investigated and analyzed in depth. The investigation results show that the tunnel diseases mainly include the hollowing out of the foundation of the riverside side of the open-cut tunnel, the leakage of the lining (point, line, surface, and construction joint seepage), the lining cracks, the pavement cracks and seepage, and the blockage of the drainage system. Based on the causes of the disease, this paper proposes a multi-dimensional treatment design scheme covering the hole, lining, pavement, and drainage system. It is verified by field implementation that the proposed treatment measures effectively control the development of the disease, significantly improve the operation status of the tunnel, and achieve good engineering results. This study provides valuable engineering practice experience and reference for the accurate diagnosis and efficient treatment of tunnel diseases under similar complex geological conditions of the Sichuan-Xizang Highway.

Research on Comprehensive Treatment Technology of High Fill and Deep Excavation Special Subgrade of Mountain Highway

2026-07-10T10:22:25+08:00

The terrain of mountainous areas is high and undulating. This leads to high filling and deep excavation in the construction of mountain roads. The quality and safety risk of high fill and deep excavation construction is greater. If the construction treatment or subsequent treatment is improper, it is very easy to cause engineering diseases. Based on this, this paper takes the characteristics of high fill and deep excavation special subgrade projects in mountainous areas as the breakthrough point to explore the particularity of the project. Then, from the perspective of the disease mechanism of high fill and deep excavation subgrade, this paper analyzes the internal logic of common diseases such as subgrade settlement deformation, slope instability, damage, and destruction. Finally, the paper summarizes the key technologies for the treatment of high fill and deep excavation special subgrade in mountainous areas, and the disease problems and mechanism of anchored high fill and deep excavation subgrade. And it explores the effective disease treatment technology to ensure the high-quality development of Highway Engineering in mountainous areas.

Research on the Construction of Urban Luggage Transportation and Storage Service System Based on User Demand

2026-07-10T10:22:26+08:00

Centering upon the prevailing practical predicaments, including cumbersome luggage carriage, interim baggage depositing, and short-distance cross-site transshipment emerging amid urban outbound journeys, the present research has gathered a total of 58 valid research questionnaires. Statistical outcomes manifest that over 85 percent of sampled respondents have once been plagued by various luggage-related troubles during trips, whereas up to 89.29% of surveyed individuals acknowledge the indispensable value of point-to-point dedicated luggage conveyance service. Rooted in diversified urban travel scenarios, this paper systematically sorts out a full set of operational links covering luggage collection, transit distribution, temporary warehousing, pickup confirmation, as well as emergency exception disposal, so as to formulate an integrated systematic framework for urban luggage transportation and custodial services. The research achievement possesses profound theoretical instructional implications as well as feasible popularization value, which can deliver referential practical suggestions for advancing the convenience coefficient of urban resident travel activities.

Research on Bearing Characteristics and Construction Quality Control of Highway Bridge Pile Foundation

2026-07-10T10:22:26+08:00

As a concealed project, the bearing characteristics and construction quality of highway bridge pile foundations directly determine the safety and durability of bridge structures. However, there are still problems in the current pile foundation construction, such as poor geological adaptability, lax control of process parameters, and outdated detection methods, resulting in insufficient bearing capacity and frequent quality hazards. This article refers to the standardized academic paper architecture, systematically analyzes the load transfer mechanism and bearing characteristics evolution law of pile foundations, constructs a quality control system guided by bearing mechanisms, with process control as the core and dynamic detection as the guarantee, proposes the implementation path from “experience construction” to “data-driven construction”, studies the control methods of key links such as geological exploration, pore forming technology, concrete pouring, integrity testing, etc., aiming to provide theoretical and practical support for improving the construction quality and optimizing the bearing performance of highway bridge pile foundations.