One-dimensional consolidation model for landfills considering solid-liquid-gas interaction;
城市生活垃圾填埋场固液气耦合一维固结模型
Experiments of waste mud purification & consolidation method;
废泥浆净化与固结方法的试验研究
Soil of consolidation with partially penetrated vertical drains under complicated loadings considering three-dimensional seepage in soil beneath vertical drain;
复杂荷载作用下考虑下卧层三维渗流的未打穿竖井地基固结分析
The mechanism of underground solidification and induration of cement clay grout is emphatically discussed and tested and vertified in engineering.
简要介绍了高压喷射灌浆新技术的原理，重点论述了水泥粘土浆在地下的固结与硬化机理，并以工程实践作了验证。
The original roadbed is soft land base adopt plastic draining off board treatment, most section foundation soil already accomplishes a concretion, namely settlement already is in stable state, the roadbed broadens the settlement there existing difference in the old and new in the roadbed.
原有路基软土地基采用塑料排水板处理,大部分路段地基土已完成固结,即沉降已处于稳定状态,路基拓宽后的新老路基存在差异沉降。
The calculation method is put forward to settlement, concretion and after settlement.
文章对特殊路段的软土特性进行了试验研究,对软土路基的变形计算、固结以及工后沉降计算给出计算方法,同时在高速公路建设中,针对软土路基的特殊性并结合工程应用提出了软土路基处理的一系列新方法。
Following the TerzaqhiRendulic s concretion theory on saturation soilbody,using the fundamental solution to the potential problem(i.
对饱和土体的Terzaqhi-Rendulic固结理论,采用稳态势问题(即Laplace方程)的基本解,并将时间变量和空间变量分离,导出了边界元的求解公式,可采用逐步积分求解。