Abstract
An analytical solution modified from Hansbo's equation is suggested to evaluate the degree of radial consolidation, considering the consolidation characteristics of remolded clay and variation of soil properties within the disturbed zone. With increasing k h/k s, the time factor T h for a certain degree of radial consolidation continuously increases, while the time factor T hs slightly decreases and finally converges to the almost identical relation. Under the assumption that the settlement occurred between the prefabricated vertical drain (PVD) installation and the surcharge load application is resulted from the reduction of void ratio within the disturbed zone, the radius of the disturbed zone is estimated to be 2.675 r m for a disturbed zone of constant permeability or void ratio, while radii of the transition zone and fully disturbed zone are found to be 4.1 r m and 1.0 r m, respectively, for a disturbed zone with linear variation in the void ratio. The settlement vs. time relation predicted by the suggested solution is in good agreement with the settlement measured at Busan Newport site when k h/k f values of 2.5 and 5.0 are used for clay layers located above and below EL - 30 m, respectively, and linear variation of the void ratio within the disturbed zone is assumed.
| Original language | English |
|---|---|
| Pages (from-to) | 207-221 |
| Number of pages | 15 |
| Journal | Marine Georesources and Geotechnology |
| Volume | 32 |
| Issue number | 3 |
| DOIs | |
| Publication status | Published - 2014 Jan 1 |
Fingerprint
ASJC Scopus subject areas
- Geotechnical Engineering and Engineering Geology
- Oceanography
- Ocean Engineering
Cite this
Modified Analytical Solution to Radial Consolidation with Soil Characteristics in a Disturbed Zone. / Hong, Sung Jin; Lee, Woojin; Lee, Changho.
In: Marine Georesources and Geotechnology, Vol. 32, No. 3, 01.01.2014, p. 207-221.Research output: Contribution to journal › Article
}
TY - JOUR
T1 - Modified Analytical Solution to Radial Consolidation with Soil Characteristics in a Disturbed Zone
AU - Hong, Sung Jin
AU - Lee, Woojin
AU - Lee, Changho
PY - 2014/1/1
Y1 - 2014/1/1
N2 - An analytical solution modified from Hansbo's equation is suggested to evaluate the degree of radial consolidation, considering the consolidation characteristics of remolded clay and variation of soil properties within the disturbed zone. With increasing k h/k s, the time factor T h for a certain degree of radial consolidation continuously increases, while the time factor T hs slightly decreases and finally converges to the almost identical relation. Under the assumption that the settlement occurred between the prefabricated vertical drain (PVD) installation and the surcharge load application is resulted from the reduction of void ratio within the disturbed zone, the radius of the disturbed zone is estimated to be 2.675 r m for a disturbed zone of constant permeability or void ratio, while radii of the transition zone and fully disturbed zone are found to be 4.1 r m and 1.0 r m, respectively, for a disturbed zone with linear variation in the void ratio. The settlement vs. time relation predicted by the suggested solution is in good agreement with the settlement measured at Busan Newport site when k h/k f values of 2.5 and 5.0 are used for clay layers located above and below EL - 30 m, respectively, and linear variation of the void ratio within the disturbed zone is assumed.
AB - An analytical solution modified from Hansbo's equation is suggested to evaluate the degree of radial consolidation, considering the consolidation characteristics of remolded clay and variation of soil properties within the disturbed zone. With increasing k h/k s, the time factor T h for a certain degree of radial consolidation continuously increases, while the time factor T hs slightly decreases and finally converges to the almost identical relation. Under the assumption that the settlement occurred between the prefabricated vertical drain (PVD) installation and the surcharge load application is resulted from the reduction of void ratio within the disturbed zone, the radius of the disturbed zone is estimated to be 2.675 r m for a disturbed zone of constant permeability or void ratio, while radii of the transition zone and fully disturbed zone are found to be 4.1 r m and 1.0 r m, respectively, for a disturbed zone with linear variation in the void ratio. The settlement vs. time relation predicted by the suggested solution is in good agreement with the settlement measured at Busan Newport site when k h/k f values of 2.5 and 5.0 are used for clay layers located above and below EL - 30 m, respectively, and linear variation of the void ratio within the disturbed zone is assumed.
KW - radial consolidation
KW - remolded clay
KW - soil disturbance
KW - vertical drain
KW - void ratio reduction
UR - http://www.scopus.com/inward/record.url?scp=84895531455&partnerID=8YFLogxK
UR - http://www.scopus.com/inward/citedby.url?scp=84895531455&partnerID=8YFLogxK
U2 - 10.1080/1064119X.2012.728686
DO - 10.1080/1064119X.2012.728686
M3 - Article
AN - SCOPUS:84895531455
VL - 32
SP - 207
EP - 221
JO - Marine Georesources and Geotechnology
JF - Marine Georesources and Geotechnology
SN - 1064-119X
IS - 3
ER -