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1.
《Soils and Foundations》2022,62(3):101150
The circular helicoid pile (CH pile) is a new type of special-shaped pile that has been developed in Japan and South Korea in the past decade and has been widely used in the fields of construction, transportation, natural energy and agriculture due to its excellent compressive and pullout bearing performances. Consequently, this new type of pile has good engineering application prospects. However, as an innovative engineering structure, the CH pile is not widely known by geotechnical engineers worldwide. The geometric structure of the CH pile is similar to a circular helicoid in differential geometry. Therefore, the pile-soil interaction problem cannot be reduced to a plane strain problem or an axisymmetric problem in theoretical research. In view of this, dry silica sand was used as the model foundation in this study, and a model test device and method that can effectively reflect the installation process and loading-bearing service state of CH piles were developed. Under different installation methods, pile structures and foundation soil conditions, 90 model tests were carried out to evaluate the engineering performances of CH piles during the whole process of installation and bearing, including the installation performances during the installation process, the compressive bearing performances under axial compressive loading and the pullout bearing performances under axial pullout loading. Compared with steel sheet piles and steel pipe piles, CH piles have better engineering performance and more economic benefits from the aspects of installation, construction, recycling, timeliness of engineering application, and the relative relationship between bearing capacity and pile mass.  相似文献   
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In this study, the seismic behavior of a mechanically stabilized earth (MSE) wall with inclined backfill is investigated under sinusoidal acceleration excitations using a series of 1-g shaking table tests performed on the MSE model of 150 cm in height reinforced with polymeric geostrips. The effects of the stiffness of the reinforcement and slope angles of the backfill soil on the acceleration amplification factor (RMSA), the lateral displacement of the wall, the surface displacement of the backfill, the distribution of dynamic earth pressure along the height of reinforced wall and the strain distributions on the surfaces of the polymeric geostrips in three planes of the wall are investigated. The experimental results show that the dynamic earth pressure determined by traditional pseudo-static approaches leads to overestimated values. In addition, increasing the inclination angle of backfill soil results in the increase of surface settlement, lateral wall displacements, soil dynamic earth pressures, acceleration amplification factors and strains on the polymeric geostrip materials. The stiffness of the polymeric geostrip material has a negligible effect on the displacement, dynamic earth pressures and failure surface geometry.  相似文献   
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采用自然浸泡法模拟海洋水下区环境,研究了玄武岩/聚丙烯纤维增强混凝土(BPFRC)的氯离子扩散性能.通过固液萃取法和电位法测试了不同侵蚀时间下BPFRC中的氯离子含量,分析了纤维种类、掺量和混杂形式对氯离子含量分布、表面氯离子含量(Cs)和氯离子扩散系数的影响;此外,采用Rapid Air 457测定了BPFRC的孔径分布,并计算了其孔结构分形维数.结果表明:BPFRC中的氯离子含量随着侵蚀龄期的增加而增大;当纤维体积分数为0.10%时,玄武岩纤维对混凝土中氯离子含量的降低作用大于聚丙烯纤维,适量的混杂纤维能够减小混凝土中的氯离子含量,过量的混杂纤维则增大了混凝土中不同深度处的氯离子含量;BPFRC中的Cs在侵蚀初期增长较快、后期增长较慢,与侵蚀时间为幂函数关系;BPFRC的孔结构表现出明显的分形特征,分形维数范围为2.301~2.446,分形维数与氯离子扩散系数具有较强的正相关性.  相似文献   
5.
Self-healing polyurethane (PU) faces aging deterioration due to active dynamic bonds, which remain a challenging predicament for practical use. In this work, a novel strategy is developed to address this predicament by leveraging the hydrophobicity and gas barrier of hydrogenated hydroxyl-terminated polybutadiene (HHPB). The dynamic oxime-carbamate bonds derived from 2, 4-pentanedione dioxime (PDO) enable the elastomer to exhibit surface self-repairability upon applied mild heat and achieve ~99.5% mechanical self-healing efficiency. The mechanical properties remained nearly intact after 30-d exposure to thermal oxidation, xenon lamp, acids, bases, and salts. Gas permeability, positron annihilation lifetime spectroscopy (PALS), and contact angle measurements reveal the pivotal role of gas barrier, free volume, and hydrophobicity in blocking undesirable molecules and ions which effectively protects the elastomer from deterioration. HHPB-PU also exhibits excellent adhesion to steel substrate. The shear strength achieves (3.02 ± 0.42) MPa after heating at 80 °C for 4 h, and (3.06 ± 0.2) MPa after heating at 130 °C for 0.5 h. Regarding its outstanding anti-corrosive and weatherproof performances, this self-healable elastomer is a promising candidate in surface-protective applications.  相似文献   
6.
An air superoleophobic/superhydrophilic composite coating with a unique structure was fabricated by oxidation and further modification of the copper mesh, and its design principle was clarified. This unique bird-nest-like configuration gives it instant superhydrophilicity due to the high surface roughness and high polar surface free energy components, while air superoleophobicity is caused by its extremely low dispersive surface free energy components. Furthermore, a water-resistance mechanism was proposed whereby a polyelectrolyte plays a critical role in improving the water-resistance of fluorosurfactants. It can separate oil–water mixtures with high efficiency (98.72%) and high flux (25185 L·m−2·h−1), and can be reused. In addition, our composite coating had certain anti-acid, anti-alkali, anti-salt and anti-sand impact performance. More importantly, after being soaked in water for a long time or being exposed to the air for a long time, it still retained ultra-high air oil contact angle and showed excellent stability, which provided the possibility for practical applications. Thus, these findings offer the potential for significant practical applications in managing oily wastewater and marine oil spill incidents.  相似文献   
7.
Abrasive suspension flow machining (ASFM) is an advanced finishing method that uses an abrasive suspension slurry for grinding and chamfering as well as the finishing of inaccessible components. This study examines the effect of back pressure on the grinding characteristics of an abrasive suspension flow during the grinding of slender holes. A numerical model was developed to simulate the abrasive suspension flow in a slender hole and was verified experimentally using injector nozzle grinding equipment under different grinding pressures and back pressures. It is shown that the ASFM with back pressure not only eliminates the cavitation flow in the spray hole, but also increases the number of effective abrasive particles and the flow coefficient. Increasing the back pressure during the grinding process can increase the Reynolds number of the abrasive suspension flow and reduce the thickness of the boundary layer in the slender hole. Moreover, increasing the back pressure can improve the flow rate of the injector nozzle and its grinding performance.The full text can be downloaded at https://link.springer.com/article/10.1007/s40436-021-00372-z  相似文献   
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A new model for the high cycle notch fatigue strength prediction of tool steels subjected to axial loading is proposed, based on previous literatures studies and experimental tests carried out on six different tool steels, including rotating bending fatigue tests on notched specimens, fractographic analyses, hardness, residual stress, and roughness measurements. The novelty is the assumption that surface defects are the main cause of notch fatigue failures of such steels. A probabilistic approach was implemented by modeling size distributions of defects, resulting in the prediction of normal distributions of fatigue strength. Like to other previous models, the effect of steel hardness, surface residual stress, notch severity, and specimen size was also taken into account. Model calibration and validation were performed using the data collected by the experimental activity. Model behavior was investigated by performing a sensitivity analysis, aiming to verify the response to variations of the considered input variables. Prediction errors of only 1.3% (on average) and 3.1% (maximum) resulted from the comparison between model-predicted and experimental notch fatigue strength.  相似文献   
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