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Vacuum preloading combined electroosmotic strengthening of ultra-soft soil 被引量:22
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作者 彭劼 熊雄 +1 位作者 mahfouz a h 宋恩润 《Journal of Central South University》 SCIE EI CAS 2013年第11期3282-3295,共14页
To assess the effectiveness of vacuum preloading combined electroosmotic strengthening of ultra-soft soil and study the mechanism of the process, a comprehensive experimental investigation was performed. A laboratory ... To assess the effectiveness of vacuum preloading combined electroosmotic strengthening of ultra-soft soil and study the mechanism of the process, a comprehensive experimental investigation was performed. A laboratory test cell was designed and applied to evaluate the vacuum preloading combined electroosmosis. Several factors were taken into consideration, including the directions of the electroosmotic current and water induced by vacuum preloading and the replenishment of groundwater from the surrounding area. The results indicate that electroosmosis together with vacuum preloading improve the soil strength greatly, with an increase of approximately 60%, and reduce the water content of the soil on the basis of consolidation of vacuum preloading, howeve~ further settlement is not obvious with only 1.7 mm. The reinforcement effect of vacuum preloading combined electroosmosis is better than that of electroosmosis after vacuum preloading. Elemental analysis using X-ray fluorescence proves that the soil strengthening during electroosmotic period in this work is mainly caused by electroosmosis-induced electrochemical reactions, the concentrations of Al2O3 in the VPCEO region increase by 2.2%, 1.5%, and 0.9% at the anode, the midpoint between the electrodes, and the cathode, respectively. 展开更多
关键词 vacuum preloading electroosmosis laboratory test ultra-soft soil reinforcement effect X-ray fluorescence reinforcement mechanism
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真空—堆载联合预压加固软基简化计算方法 被引量:61
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作者 李豪 高玉峰 +2 位作者 刘汉龙 彭喆 mahfouz a h 《岩土工程学报》 EI CAS CSCD 北大核心 2003年第1期58-62,共5页
在深入了解真空预压机理和砂井地基固结理论的基础上 ,根据固结度等效的原则 ,推导了与单井固结理论等效的成层均质地基等效渗透系数 ,从而将复杂砂井地基转化为无砂井成层地基 ,以达到简化计算的目的 ,并结合真空—堆载联合预压的加固... 在深入了解真空预压机理和砂井地基固结理论的基础上 ,根据固结度等效的原则 ,推导了与单井固结理论等效的成层均质地基等效渗透系数 ,从而将复杂砂井地基转化为无砂井成层地基 ,以达到简化计算的目的 ,并结合真空—堆载联合预压的加固特点 ,提出一种简化的真空—堆载联合预压法的有限元计算方法 ,并结合工程实例对简化方法的可靠性进行了研究 ,通过与实测资料和常规砂井地基有限元计算值对比 ,表明该简化方法具有较高的准确性 ,可方便地应用于工程设计和实践。 展开更多
关键词 加固 软基 真空-堆载联合预压法 砂井地基 有限元
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