摩擦阻力与承重阻力相结合的加筋土墙施工试验

H. Muto, Takashi Kamiya, A. Naganuma, T. Kodaka, C. Ying, M. Nakano, T. Noda
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摘要

采用加筋土墙原型验证了新开发的既有承载阻力又有摩擦阻力的加筋土构件的有效性。通过施工试验和现场实测,测量了加筋土墙原型中加筋土构件的轴力。结果表明,在加筋土墙施工过程中,测得的钢筋构件轴力增大。然后,在施工结束后,大部分加固构件的轴力保持不变。摩擦板和承载板的阻力从施工初期就开始产生,在施工后期逐渐收敛。测得的摩擦阻力大于加筋土墙上部的承载阻力。另一方面,摩擦阻力的贡献率随着覆盖层压力的增加而减小,并收敛到40%左右。
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Construction Experiment of Reinforced Soil Wall Using Reinforcement Member Incorporating Both Friction Resistance and Bearing Resistance
A newly developed reinforced member incorporating both a bearing resistance and a friction resistance was confirmed the effectiveness using a prototype reinforced earth wall. The axial forces of the reinforcement members installed in the prototype reinforced earth wall were measured through a construction experiment and a field measurement. As a result, the measured axis forces of the reinforcement members increased during the construction of the reinforced earth wall. Then, the most of the axis forces of the reinforcement members were kept constant after the construction. The resistances by both the friction plate and the bearing plate occurred from the early stage of the construction, and then converged at the final stage of the construction. The measured friction resistance was greater than that of the bearing resistance at the upper part of the reinforced earth wall. On the other hand, the contribution ratio of the friction resistance decreased with increasing the overburden pressure, and converged to about 40 %.
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