Performance testing and preparation methods of similitude materials for explosion model tests in gravelly soil
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摘要: 超重力离心模型试验是模拟原型爆炸效应的有效手段,而配制出在爆炸动力响应上与原状土等效的相似土样是该模拟技术开展的前提。为建立科学的配制方法,通过理论分析将影响爆炸地冲击效应的关键土性参数聚焦于密度与波速(波阻抗),而控制这些参数的核心是土体的级配特征。基于此,系统采用剔除法、等量替代法、相似级配法与混合法四种缩尺方法制备了12种不同最大粒径的相似土样。通过系统的孔隙比试验与有效围压下的弯曲元波速测试,揭示了砂砾土极孔隙比与细粒含量、平均粒径的量化关系,建立了小应变弹性模量的经验预测模型。通过对比模型预测的波速与原位实测数据,研究确定:不均匀系数、细粒含量及平均粒径是实现砂砾土爆炸动力相似的关键控制指标。对比分析表明,采用等量替代法配制的最大粒径为10 mm的相似土样,在上述关键指标上与原状土最为等效。基于此相似土样开展的超重力离心爆炸试验结果表明,爆源平面内的归一化峰值加速度衰减规律与原位试验结果吻合良好,从爆炸动力响应层面验证了所配制相似土样与原状土在动力特性上的等效性,以及所提出的相似土样配制方法的可靠性与适用性。
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Abstract: Centrifuge modeling provides an effective means for simulating prototype explosion effects, with the preparation of analogous soil materials that exhibit dynamic responses equivalent to undisturbed soil serving as a prerequisite for the applicationof this technology. To establish a scientific preparation methodology, theoretical analysis was first employed to identify key soil parameters governing explosion-induced ground shock, focusing on density and wave velocity (wave impedance), which are fundamentally controlled by soil gradation characteristics. Based on this, four scaling methods—elimination, equivalent substitution, parallel gradation, and hybrid—were systematically applied to prepare 12 types of analogous soil samples with varying maximum particle sizes. Through systematic void ratio tests and bender element tests under effective confining pressure, quantitative relationships between the extreme void ratio of gravelly soil and its fine content and median particle size were revealed, and an empirical predictive model for the small-strain elastic modulus was developed. By comparing model-predicted wave velocities with in-situ measured data, the study confirmed that the coefficient of uniformity, fine content, and median particle size are the key controlling parameters for achieving dynamic similitude in explosion effects in gravelly soils. Comparative analysis demonstrated that analogous soil samples with a maximum particle size of 10 mm, prepared by the equivalent substitution method, exhibited the closest equivalence to the undisturbed soil in terms of these key parameters. Hypergravity centrifuge explosion tests conducted on this analogous soil showed that the attenuation law of normalized peak acceleration on the blast plane agreed well with in-situ test results, thereby validating—from the perspective of explosion-induced dynamic response—the dynamic equivalence between the prepared analogous soil and the undisturbed soil, as well as the reliability and applicability of the proposed soil preparation method. -
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