CAJ | 학술논문

水泥土连拱抗滑墙加固软基边坡,能够充分发挥水泥土抗压能力和抗剪能力,同时从机理上避免弯折效应而又能有效消除随机劣质层的影响. 本文对水泥土连拱抗滑墙加固结构的工作性状进行了系统的研究,探讨了加固结构设计参数的变化对边坡抗滑效果的影响. 分析了墙厚、连拱抗滑墙进入硬土层深度、抗滑墙长度等参数对加固效果的影响,为工程应用提供了理论指导.
수니토련공항활장가고연기변파,능구충분발휘수니토항압능력화항전능력,동시종궤리상피면만절효응이우능유효소제수궤렬질층적영향. 본문대수니토련공항활장가고결구적공작성상진행료계통적연구,탐토료가고결구설계삼수적변화대변파항활효과적영향. 분석료장후、련공항활장진입경토층심도、항활장장도등삼수대가고효과적영향,위공정응용제공료이론지도.
A new structure of cement-soil mixing pile is raised to improve the anti-slide reinforcement of soft ground embankment. The cement-soil arched walls embedded in the soft subsoil will transfer lateral forces in reasonable ways. Detailed research shows that the structure of arched walls can greatly increase slope stability and reliability. A systematic behavior analysis of the cement-soil arched walls is carried out to study the influence of the variation of structural design parameters to the retaining effeets. The factors such as pile diameter,depth of arched walls into the hard soil,length of the sliding wall ,are taken into account to analyze the retaining effeet. Through the analysis ,the reasonable values for these parameters are pointed out which can be applied as a theoretical guide for engineering practice.