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考虑真空度衰减的真空预压沉降计算方法 被引量:6

Calculation method for vacuum preloading induced settlement considering vacuum degree attenuation
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摘要 基于分层总和法和已有的真空预压沉降计算方法,考虑真空度沿排水体深度方向的衰减性状,提出了一种改进的真空预压沉降计算方法,并结合已有工程实例对其进行了验证.结果表明,真空度沿深度方向的衰减速率对沉降计算值具有显著影响.真空度衰减速率越大,沉降计算值越小.当不考虑真空度衰减时,沉降计算值较大且明显偏离实测值,误差为48.4%~93.3%;当真空度衰减速率为3.5~4.5 k Pa/m时,沉降计算值和实测值相差较小,误差为-18%~10%,能够满足工程设计精度要求.因此,在进行真空预压沉降计算时应考虑真空度衰减,并建议在缺乏可靠真空度衰减实测资料时,将真空度沿深度方向的衰减速率取为3.5~4.5 kPa/m. Based on the layer wise summation method and the existing calculation method for vacuum preloading induced settlement,a modified calculation method for vacuum preloading induced settlement considering the attenuation regulation of the vacuum degree along the drainage board is proposed and verified using measured datafrom literatures. The results showthat the influence of the attenuation coefficient of the vacuum degree along the depth on the calculated settlement is significant. The larger the attenuation coefficient of vacuum degree,the smaller the calculated settlement. When the attenuation rate of the vacuum degree is not considered,the calculated settlement is larger and deviates significantly from the measured data with the errors of 48. 4% to 93. 3%. When the attenuation rates of the vacuum degree are 3. 5 to 4. 5 k Pa / m,the calculated settlement is close to the measured one with the errors of- 18% to 10%,which satisfies the precision requirements of engineering design. Therefore,the attenuation of the vacuum degree should be considered during the calculation of vacuum preloading settlement. The attenuation rates of the vacuum degree along the depth is advised to be taken as 3. 5 to4. 5 k Pa / m when the measured vacuum degrees along the depth are absent.
出处 《东南大学学报(自然科学版)》 EI CAS CSCD 北大核心 2016年第1期191-195,共5页 Journal of Southeast University:Natural Science Edition
基金 国家自然科学基金资助项目(51378118) "十二五"国家科技支撑计划资助项目(2015BAB07B06) 水利部公益性行业科研专项资助项目(201401006) 江苏省水利科技资助项目(201309)
关键词 真空度衰减速率 竖向位移 沉降计算 真空预压 attenuation rate of vacuum degree vertical displacement settlement calculation vacuum preloading
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  • 1Shang J Q,Tang M. Vacuum preloading consolidationof Yaoqiang airport runway [ J ]. Geotechnique, 2000,50(6) : 613 -623. 被引量:1
  • 2Chu J,Yan S W, Yang H. Soil improvement by thevacuum preloading method for an oil storage station[J]. Geotechnique, 2000,50(6) : 625 - 632. DOI:10.1680/geot. 2000. 50.6. 625. 被引量:1
  • 3Chai J,Carter J P. Deformation analysis in soft groundimprovement [M]. Springer, 2011 : 109 - 110. 被引量:1
  • 4彭劼,刘汉龙,陈永辉,李豪.真空 -堆载联合预压法软基加固对周围环境的影响[J].岩土工程学报,2002,24(5):656-659. 被引量:74
  • 5鲍树峰,娄炎,董志良,莫海鸿,陈平山,周睿博.新近吹填淤泥地基真空固结失效原因分析及对策[J].岩土工程学报,2014,36(7):1350-1359. 被引量:47
  • 6Indraratna B,Rujikiatkamjom C,Sathananthan I. Ana-lytical and numerical solutions for a single vertical drainincluding the effects of vacuum preloading [ J]. Cana-dian Geotechnical Journal, 2005,42(4) : 994 - 1014. 被引量:1
  • 7岑仰润..真空预压加固地基的试验及理论研究[D].浙江大学,2003:
  • 8朱建才..真空联合堆载预压加固软基机理及工艺研究[D].浙江大学,2004:
  • 9Chai J C, Carter J P, Hayashi S. Ground deformationinduced by vacuum consolidation [ J ]. Journal ofGeotechnical & Geoenvironmental Engineering, 2014,131(12); 1552-1561. 被引量:1
  • 10朱群峰,高长胜,杨守华,张凌,李东兵,汪璋淳.超软淤泥地基处理中真空度传递特性研究[J].岩土工程学报,2010,32(9):1429-1433. 被引量:42

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