基础稳定结构在土木工程施工中的应用与研究

Guochao Lu
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摘要

研究土工格室碎石加固结构层的方法,以及土工格室碎石加固在土木工程施工过程中的有效性和实用性;方法:研究土木工程施工过程中应用基础加固结构的基本理论和方法。建立了用加载板搭建实验水箱的物理模型。通过对不同规格土工格室的受荷板槽和土工格室内填充物进行试验,确定了各结构层荷载与纵向行程的关系;试验结果表明,碎石加固土工格室结构层对竖向变形的改善效果较好,但在一定范围内,随着土工格室焊缝间距的增大,其改善效果逐渐减小。填料的规格对补强效果也有影响,填料粒径越大补强效果越好。试验结果证明了土工格室加碎石加固结构层的合理性和有效性,为土工格室基础加固方案的选择提供了参考。
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Application & Research on Foundation Stabilization Structure duringWork Progress of Civil Engineering
To study the method about structure layer of geocell reinforced with macadam, as well as effectiveness and practicality of such a method in foundation reinforcement during work progress of civil engineering; Method: Basic theo- ry and method about foundation reinforcement structure applied in work process of civil engineering have been studied. Physical model of experimental tank built by loaded plates has been established. Experiments have been conducted on the loaded-plate tank for geocells in different specification and filler in the geocell to determine the relationship between loads at various of structure layers and longitudinal travel; Experimental results showed that structure layer of geocell re- inforced with macadam could improve vertical deformation in a better way, whose efficiency became smaller along with weld spacing of geocell getting larger within a certain range. Besides, specification of the filler also imposed effects onto the reinforcement efficiency, where filler with larger particle diameter brought about better reinforcement effects. The ex- perimental results demonstrated rationality and effectiveness of structure layer of geocell reinforced with macadam and provided staff members responsible for civil engineering construction with reference on selecting the foundation rein- forcement scheme.
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