Prediction of Three-Dimensional Consolidation Settlement: Observational Method and Its Applicability

被引:4
作者
Chung, S. G. [1 ]
Kweon, H. J. [2 ]
机构
[1] Dong A Univ, Dept Civil Engn, 37,550 St, Busan 49315, South Korea
[2] Dong A Univ, Ind Acad Cooperat, Soft Clay Engn Lab, 37,550 St, Busan 49315, South Korea
关键词
Simplified three-dimensional consolidation solution; Observational methods; Effect of sampling range; End of consolidation settlement; Consolidation coefficient; Field applications; CLAY;
D O I
10.1061/IJGNAI.GMENG-7918
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
This paper presents a closed form of the simplified three-dimensional (3D) (vertical and radial) consolidation solution, which has negligible errors for practical cases. Based on the simplified solution, two observational methods (namely, 3D modified curve fit and linear rule methods) that could predict the actual 3D consolidation settlement behaviors by reflecting the effect of sampling range were newly developed. The appropriateness of the proposed methods was verified by using 3D and two-dimensional (2D) theoretical data. Then, the proposed methods were applied to three case records. Back-analyzed results (i.e., the end of consolidation settlement S-100 and consolidation coefficient c(h)((n))) were slightly affected by the differently approached methods and the inputted value of vertical consolidation coefficient (c(v)). S-100 and c(h)((n)) values obtained from the 3D modified methods were close to those secured from the 2D modified methods due to the insignificant effect of vertical drainage for the cases. Owing to incomplete measurement (93%-98% of S-100, i.e., no consideration of sampling range effect), an existing 3D method and the original 2D Asaoka and exponential methods predicted a lower S-100 and higher c(h)((n)) than those predicted by the 3D or 2D modified curve fit methods. Therefore, the proposed 3D methods can be recommended for practical applications.
引用
收藏
页数:16
相关论文
共 39 条
[1]  
[Anonymous], 1948, Fundamentals of soil mechanics
[2]   Factors affecting field instrumentation assessment of marine clay treated with prefabricated vertical drains [J].
Arulrajah, A ;
Nlkraz, H ;
Bo, MW .
GEOTEXTILES AND GEOMEMBRANES, 2004, 22 (05) :415-437
[3]  
Asaoka A., 1978, SOILS FOUND, V18, P87, DOI [10.3208/sandf1972.18.4_87, DOI 10.3208/SANDF1972.18.4_87]
[4]  
BARRON RA, 1948, T AM SOC CIV ENG, V113, P718
[5]   Prefabricated vertical drains (PVDs) in soft Bangkok clay: a case study of the new Bangkok International Airport project [J].
Bergado, DT ;
Balasubramaniam, AS ;
Fannin, RJ ;
Holtz, RD .
CANADIAN GEOTECHNICAL JOURNAL, 2002, 39 (02) :304-315
[6]  
Bo M.W., 2003, Soil improvement
[7]  
prefabricated vertical drain techniques
[8]  
Carrillo N., 1942, J MATH PHYS CAMB, V21, P1, DOI DOI 10.1002/SAPM19422111
[9]   Simple method of modeling PVD-improved subsoil [J].
Chai, JC ;
Shen, SL ;
Miura, N ;
Bergado, DT .
JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING, 2001, 127 (11) :965-972
[10]   Evaluation of Effective Depth of PVD Improvement in Soft Clay Deposit: A Field Case Study [J].
Chen, Jun ;
Shen, Shui-Long ;
Yin, Zhen-Yu ;
Xu, Ye-Shuang ;
Horpibulsuk, Suksun .
MARINE GEORESOURCES & GEOTECHNOLOGY, 2016, 34 (05) :420-430