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APPLICATION OF CEMENT-MIXED GRAVEL REINFORCED BY GEOGRID FOR SOFT GROUND IMPROVEMENT

机译:水泥混合砾石加固土工格栅对软接地改进

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The strength of gravel increased dramatically by adding a little amount of cement and equivalent to that of concrete materials. So, the cement-mixed gravel is expected to be effective to be used as bending member. In this paper, we have described the bending member tests as conducted to investigate the bending deformation characteristics and evaluate the reinforcement by geogrid, It revealed that the peak strength of the cement-mixed gravel did not decrease when the specimen reinforced by geogrid. We proposed slab for ground improvement on soft ground additionally, as the application of bending members. Usually, on soft ground, ground-improvement piles used for the support of embankment is often excessive because of the limitation of the deformation between the piles. Therefore, the ratio of the improvement piles could be reduced by using the slab between soil structure and piles. The efficiency was evaluated by conducting shaking table tests of liquefiable soft ground. In the case of using this slab, the deformation of soft ground and embankment was less, so the efficiency of this method was satisfactorily proven.
机译:通过加入少量水泥并相当于混凝土材料,砾石的强度急剧增加。因此,预期水泥混合砾石将有效地用作弯曲构件。在本文中,我们已经描述了进行的弯曲构件试验,以研究弯曲变形特性并通过地质格栅评价加强件,显示水泥混合砾石的峰强度在由地质格栅增强的样品时不会降低。我们在弯曲构件的应用中,我们拟议在软土地上改进板块。通常,在软土地上,由于桩之间的变形的限制,用于支撑堤的地面改善桩通常过度过度。因此,通过使用土壤结构和桩之间的板坯可以减少改善桩的比例。通过进行液化软接地的摇动台测试来评估效率。在使用该板坯的情况下,软接地和堤防的变形较小,因此该方法的效率被令人满意地证明。

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