摘要
基于太沙基一维固结理论推导了真空—堆载联合预压法处理软基沉降估算公式,并用于计算工程实例。在将结果与实测值相对比的基础上,提出了修正参数,使得结果更贴切实际,具有一定的参考意义。
Based upon Terzaghi one-dimension consolidation theory the settlement estimation formula of soft soil foundation treatment with vacuum combined with surcharge preloading technique is derived, which is also applied in one constmctkm case. Calculation results are compared with results. In addition correction coefficient is proposed in order to make results more confident, which has a certain references for practice.
出处
《山西建筑》
2007年第28期140-141,共2页
Shanxi Architecture
关键词
真空-堆载联合预压
软基
假定
沉降计算
vacuum combined with surcharge preloading technique, soft soil foundation, assumption, settlement calculation
