With the rapid advancement of air transport aviation and general aviation, the frequency assignment of air navigation stations has become increasingly crucial. A comprehensive algorithm was presented for assigning frequencies to individual air navigation stations. Subsequently, in order to address the issue of frequency assignment for multiple aviation navigation stations, a model was established specifically for civil aviation navigation stations. Finally, considering the limitations of traditional multi-objective genetic algorithms such as slow convergence speed and susceptibility to local optimal solutions, a multi-objective genetic algorithm along with a multi-objective genetic local search algorithm based on optimal weight allocation was proposed to effectively solve the frequency assignment problem faced by aviation navigation stations. The problem encompasses several objectives including minimizing frequency interference and utilizing the minimum number of frequencies required. Simulation results demonstrate that our proposed multi-objective genetic local search algorithm successfully resolves the frequency assignment problem encountered by air navigation stations. In comparison with traditional multi-objective genetic algorithms and those incorporating optimized weight allocation, our proposed algorithm significantly enhances solution quality, convergence speed, and stability.

In order to study the effect of low temperature on mechanical properties, fatigue properties and frost resistance of cement stabilized crushed stone mixture in cold area. Using 5 ℃, 10 ℃, 15 ℃ to simulate the field low temperature curing condition, based on the mechanical properties test, three-point loading fatigue test and freeze-thaw cycle test, the differences of unconfined compressive strength, flexural tensile strength, dynamic resilience modulus, fatigue resistance and anti-freezing durability of cement stabilized gravel mixture under low temperature curing condition, 20 ℃ standard curing condition and 30 ℃ curing condition were compared. The effect of curing temperature on the attenuation law of microvoid structure of cement-stabilized crushed stone mixture during freeze-thaw cycle test was studied. The results show that, compared with the standard curing temperature (20 ℃), the mechanical properties of cement stabilized macadam mixture decrease by 20%~40% and the fatigue life decrease by 40%~50% under the condition of 5~10 ℃. Low temperature curing has a significant deterioration effect on the mechanical properties, fatigue properties and anti-freezing properties of cement stabilized macadam mixture. The greater the decrease of mechanical properties and fatigue characteristics of cement stabilized crushed stone mixture. Increasing the curing temperature is helpful to reduce the decay rate of micro void diameter after freeze-thaw cycle, increase the stability of the void structure of cement stabilized gravel mixture and refine the micro void structure during the freeze-thaw cycle test, and thus increase the mechanical properties, fatigue durability and frost resistance of cement stabilized gravel mixture.

In order to enrich and improve the geohazard-pregnant mechanism of structural mélange, taking the North Lancang River suture zone as an example, the structural petrology characteristics of the structural mélange were dissected, then the physical and mechanical characteristics were identified through field geological investigation and laboratory test analysis, and finally its geohazard effect were revealed. The results show that the tectonic mélange in the northern Lancang River suture zone is sandwiched between granite and granite gneiss on the southwest and volcano-sedimentary rocks on the northeast as a non-abutment layer. The main rock types are phyllite and slate with a small amount of basalt, limestone and siliceous rock blocks, showing obvious “hybrid accumulation” characteristics. Under the coupling process of tectonic uplift, differential weathering and river erosion, it gradually evolved into a mountain deep canyon landform, which is the topographic basis for the development of geohazard. In terms of structural petrology, the structural mélange in the North Lancang River suture zone shows the characteristics of “one weak and three strong”, that is, weak metamorphism, strong deformation, strong alteration and strong orientation, which leads to serious deterioration of rocks and is the source basis of geohazard. In terms of physical and mechanical properties, the tectonic mélange appears as a set of easy to slip soft rock “formation”, rich in clay minerals, with high porosity and water absorption, low compressive and shear strength, which provides structural conditions for the development of geohazards. Tectonic activity and tectonic stress are strong in the North Lancang River suture zone, which provides dynamic conditions for the development of geohazards. The research results are conducive to further enriching and improving the geohazard breeding mechanism of tectonic mélange.

In order to investigate the aging mechanism of high dosage rubber powder modified asphalt, with the help of 20%, 25% and 30% of three different dosages of rubber asphalt, using four-component analysis experiment and infrared spectroscopy experiment, evaluation of aging rubber asphalt four-component indexes change, and analyze the chemical composition and functional group changes before and after aging, through the comparative study, to reveal high dosage rubber powder modified asphalt aging mechanism under different aging conditions. The aging mechanism of high doped rubber powder modified asphalt under different aging conditions was revealed through comparative study. The results show that: the aging of high dosage rubber powder modified asphalt components more significant. 20% dosage, the saturation fraction, aromatic fraction and gum decreased by 4.4%, 3.4%, 4.3%, respectively, asphaltene increased by 117.7%; 25% dosage of rubber asphalt saturation fraction decreased by 5.0%, the aromatic fraction decreased by 8.4%, gum decreased by 4.9%, asphaltene increased by 119.3%, and 30% dosage, the decrease is greater, respectively, 7.4%, 9.5%, 6.0%, asphaltene increased to 128.9%; aging process, high dosage of rubber powder modified asphalt has less mass loss, the combination of light components of the asphalt and cracked rubber binding reduces the light component activity and enhances the resistance to aging; high dosage of modified asphalt in the aging conditions of carbonyl and sulfoxide group index growth is more significant, which may lead to a decline in the performance of the The compatibility of rubber and asphalt is more susceptible to aging, which is manifested by more intense vulcanization phenomena and changes in molecular chain cross-linking. The research results provide theoretical support for the aging mechanism of rubber asphalt, and for the practical application and maintenance of high dosage of rubber powder asphalt pavement, which is of great significance to improve the performance of rubber asphalt pavement.

The efficiency, precision, and automation of fruit and vegetable picking are realized through the integration of multiple mechanical arms in multi-mechanical arm cooperative picking technology, effectively addressing the high costs and low efficiency associated with traditional manual picking methods. The research progress in multi-mechanical arm cooperative picking technology was summarized, and the framework of the multi-mechanical arm cooperative picking system was comprehended. In light of the decision-making challenges in cooperative picking, the cooperative methods and task allocation within cooperative picking task planning was analyzed, and the collision detection, obstacle avoidance strategies, and path planning techniques utilized in cooperative picking with multiple robotic arms was reviewed. The future development direction of multi-mechanical arm cooperative picking technology is outlined, with a proposed development trend that envisions the combination of machine and agronomy, human-machine collaboration, decision-making big models, and multi-algorithm fusion.

Landslides are significant geological hazard, with most events directly related to rainfall. Consequently, rainfall monitoring is critical for landslide forecasting and prediction. A self-powered rainfall sensor based on triboelectric nanogenerator (TENG) technology was developed for landslide monitoring. The sensor consists of a transmission unit and a sensing unit, which enable rainfall measurement and self-powering through rain-induced contact electrification of nanomaterials. Experimental results indicate that the sensor maintains a measurement error of 5% within the 0~300 mL/24 h range, with a linearity of 3.4%. It is capable of being operated in environments where the temperature is below 100 ℃ and the relative humidity is under 90%. Additionally, the output of the sensor can achieve a maximum power of 203.5 nW when an external load resistance of 7.8×10⁷ Ω is applied. The performance of the sensor can meet the practical requirements for field rainfall monitoring of landslides and also show potentials for the development of related rainfall monitoring technologies.

In order to minimize the influence of construction for airport operation, the construction method of closing part of time or some pavement without stopping is usually used by the airport pavement maintenance office. Therefore, it is necessary to consider the key objectives of construction management, such as quality, duration and safety, and carry out a research on construction organization and management in the maintenance and repair of airport pavement. A multi-objective optimization model was proposed for the non-stop construction organization of airport pavements, focusing on the construction period within airport pavement maintenance management. The construction process was emphasized and functional relationships among cost, quality, and construction time were established to quantify each objective scientifically. Moreover, an optimization model was developed, incorporating the construction window period as a constraint and leveraging the closure of nighttime hours to facilitate uninterrupted construction without disrupting navigation. The approach ensures efficient non-stop construction of airport pavements. In the model, a triple objective optimization strategy was employed, aiming to minimize duration and cost while maximizing quality level. To solve the model, the performance of multiple objective particle swarm optimization (MOPSO), nondominated sorting genetic algorithm-Ⅱ(NSGA-II), and NSGA-III algorithms was compared under the 3D objectives. The results demonstrate that all three algorithms show commendable performance in solving the concave optimization problem DTLZ2, with NSGA-III notably outperforming the others in tackling the three-dimensional optimization problem. The capacity of the model to further optimize construction management objectives, while fully adhering to construction constraints, was verified, which provided a decision-making framework for construction organization and management in airport pavement maintenance, catering to diverse requirements.

The interporosity flow between matrix pores and fractures is the main cause of strong attenuation and dispersion of elastic wave in the seismic frequency band. A fractional equation for interporosity flow is developed. The constitutive relationship of double-porosity medium was improved in the frequency domain, in which three factors representing the effects of fractional interporosity flow were introduced. A wave equation considering fractional interporosity flow for a double-porosity medium was developed by substituting the improved constitutive relationship into the Lagrangian equation. The wave velocity and inverse quality factor was obtained and analyzed by plotting. Comparing to the traditional interporosity flow, the fractional interporosity flow provides a more flexible and accurate description for the dispersion and attenuation of elastic waves in the seismic frequency band.

In order to summarize the distribution characteristics of traditional Chinese medicine (TCM) syndromes and syndrome elements in chronic kidney diseases (CKD). The studies related to TCM syndromes in patients with CKD were searched for in CNKI, WANFANG DATA, VIP, SinoMed, Pubmed, Embase and Cochrane Library from the inception dates to August 21th, 2024, and extracted the relevant information. WPS Excel was used to count the frequency of basic characteristics, syndrome types, and syndrome elements in the literature for establishing a database. The distribution characteristics of syndrome elements were explored by association rule analysis and systematic clustering techniques within data mining. The results show that a total of 126 articles are enrolled, including 45 382 patients with CKD. There are 129 TCM syndrome types and 37 syndrome elements (23 disease nature elements and 14 disease location elements). There are 7 syndrome element combinations types. The 6 common TCM syndrome types of CKD with a composition ratio ≥5% are spleen and kidney qi deficiency syndrome, blood stasis syndrome, damp-heat syndrome, damp turbidity syndrome, qi and yin deficiency syndrome, and spleen and kidney yang deficiency syndrome. Disease nature elements: 16 substantial and 7 insubstantial syndrome elements are included. The 6 disease nature elements with a composition ratio ≥5% are qi deficiency, dampness, yin deficiency, blood stasis, heat, yang deficiency. There are 61 syndrome element combinations types of disease nature elements, with 7 combinations with a composition ratio ≥5%, which are: qi deficiency, blood stasis, dampness + heat, yang deficiency, dampness, yin deficiency, and a combination of qi deficiency + yin deficiency. Disease location elements: the 3 disease location elements with a composition ratio ≥5% are kidney, spleen, and liver. There are 23 syndrome element combinations types with a composition ratio ≥5% are spleen + kidney, kidney, liver + kidney. Syndrome element combinations types: one, two, three, four, five, six, and seven syndrome elements are included, with the two-syndrome element combinations being the most common (46.36%). Correlation analysis indicates that the support for the spleen-stomach is the highest, with the highest confidence in spleen-dampness-heat, meridians-tendons and bones, spleen-fluid retention-qi deficiency, and spleen-stomach-dampness. There are 4 clusters group can be obtained results of the system clustering analysis. It is concluded that the TCM syndromes of CKD is deficienc-excess complex. Spleen-kidney qi deficiency syndrome is the most common syndrome in chronic kidney disease (CKD). The main disease location of CKD are kidney, spleen, and liver. Qi deficiency, dampness, yin deficiency, blood stasis, heat, and yang deficiency are common disease nature elements.

Aiming at the problem of high-precision, high-speed and efficient temperature control caused by multi-point measurement and asymmetric heating condition of input and output, a new algorithm (IGRO-FuzzyN-PID) based on IGRO-PID and multi-layer fuzzy nested algorithm was proposed. Simulation results show that IGRO algorithm is superior to CPO (crested porcupine optimizer)、IPSO(improved particle swarm optimization)、COA(crayfish optimization algorithm)、GA(genetic algorithm) in PID control system. Simulation and experimental results show that compared with the IGRO-PID algorithm, the overshoot, steady-state error and average error of the IGRO-FuzzyN-PID algorithm are optimally increased by 70.91%, 70.69%, 82.35% and 86.89%, 76.23%, 86.56% under symmetric and asymmetric input and output conditions. It is proved that the proposed algorithm meets the control requirements of high precision, high speed and high efficiency under symmetric and asymmetric input and output conditions.