Comparison between predicted and observed settlement of vertical drain treated road embankment on soft clay

Comparison between predicted and observed settlement of vertical drain treated road embankment on soft clay

Prefabricated Vertical Drain (PVD) with surcharge preloading is one of the most widely used techniques to accelerate the process of consolidation. In practice it is sometime difficult to choose proper design parameters in PVD design. Backanalysis from field records is a good method to verify the des...

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Bibliografiske detaljer
Hovedforfatter:	Ahmad, Mohd. Redzuan
Format:	Thesis
Sprog:	English
Udgivet:	2006
Fag:	TA Engineering (General). Civil engineering (General)
Online adgang:	http://eprints.utm.my/3708/1/MohdRedzuanAhmadMFKA2006.pdf

Lignende værker

Comparison between predicted and observed settlement of vertical drain treated road embankment on soft clay /
af: Mohd. Redzuan Ahmad, 1985-
Udgivet: (2006)

Comparison between predicted and observed settlement of vertical drain treated road embankment on soft clay [compact disc] /
af: Mohd. Redzuan Ahmad, 1985-
Udgivet: (2006)

Settlement of embankment treated with preloading and prefabricated vertical drain (a case study)
af: Noormariani, Ismail
Udgivet: (2012)

A road embankment on soft clay: field behaviour and prediction
af: Ali, F.H., et al.
Udgivet: (1991)

Settlement of an embankment treated with preloading and prefabricated vertical drain of east-coast highway phase 2 (a case study)
af: Nur Anis Adlina, Mat Noor
Udgivet: (2012)

Comparison between predicted and observed settlement of vertical drain treated road embankment on soft cla [microfilm] /
af: Fakulti Kejuruteraan Awam
Udgivet: (2006)

Settlement of road embankment on prefabricated vertical drain treated soft ground /
af: Abdul Razak Ali, 1967-, et al.
Udgivet: (2009)

Settlement of embankment on soft soil treated with vertical drain /
af: 491358 Muhamad Abdul Rahman Awang Hamat, et al.
Udgivet: (2010)

Comparison between predicted and observed compressibility characteristics of treated soil using precompression and vertical drain
af: Zukri, Azhani
Udgivet: (2010)

Settlement of soft clay improved by vertical drains
af: Choi, Lok Ching.
Udgivet: (2010)

Settlement of soft clay improved by vertical drains
af: Tang, Boon Cheng.
Udgivet: (2010)

Settlement of road embankment on prefabricated vertical drain treated soft ground [electronic resource] /
af: Abdul Razak Ali, 1967-, et al.
Udgivet: (2009)

Stability and deformation analysis of failed embankments founded on soft clays
af: Jitno, Hendra, et al.
Udgivet: (2005)

Settlement of embankment on soft soil treated with vertical drain [electronic resource] /
af: 491358 Muhamad Abdul Rahman Awang Hamat
Udgivet: (2010)

Soil properties comparison of lime treated soft clay
af: Amir Saifuddin, Amram
Udgivet: (2015)

Settlement of clay improved by vertical drains
af: Ong, Chin Ming.
Udgivet: (2009)

Settlement analysis of treated soft clay using LECA replacement through numerical modelling
af: Azhani, Zukri
Udgivet: (2021)

Support vector regression-based model for prediction of behavior stone column parameters in soft clay under highway embankment
af: Aljanabi, Qasim A., et al.
Udgivet: (2018)

Settlement of embankment of soft clay /
af: 360290 Chong, Ee Sing, et al.
Udgivet: (2009)

Performance of ground improvement by precompression and vertical drain
af: Mohamed, Rosdi
Udgivet: (2008)

Performance of ground improvement by precompression and vertical drain
af: Mohamed, Rosdi, et al.
Udgivet: (2008)

Consolidation Attributes and Deformation Response of Soft Clay Reinforced with Vertical Scoria Drains under Road Embankment
af: Hailemariam Merka Gebretsadik, et al.
Udgivet: (2023-01-01)

Consolidation of soft clay around vertical drains
af: Chu, Jian.
Udgivet: (2008)

Consolidation of soft clay around vertical drain
af: Nie, Xiao Yan.
Udgivet: (2008)

Consolidation of soft clay using vertical drains
af: Xiao, Daping
Udgivet: (2008)

Prediction of settlement of road construction on peat
af: Sutejo, Yulindasari, et al.
Udgivet: (2008)

Settlement Analysis of Pipe Culvert Situated in Soft Clay Treated with Prefabricated Vertical Drains
af: Adamu Beyene Negesa
Udgivet: (2022-01-01)

The magnitude of settlement in soft clay using prefabricated vertical drain /
af: Noor Farah Ishak, 1988-, author 641744, et al.
Udgivet: (2020)

Pekan Soft Clay Treated With Hydrated Lime As A Method Of Soil Stabilizer
af: Azhani, Zukri
Udgivet: (2012)

Performance characteristics of embankment on soft ground
af: Kasim, Fauziah, et al.
Udgivet: (2003)

Soft clay consolidation accelerated by prefabricated vertical drains
af: Neo, Ying Min
Udgivet: (2020)

Calculated and observed long term performance of Leneghans embankment
af: Manivannan, G., et al.
Udgivet: (2011)

Settlement analysis of prefabricated vertical drain by finite element analysis for treted road embankment /
af: Khairul Anuar Mohamad, 1977- , author 610783, et al.
Udgivet: (2017)

Settlement analysis of prefabricated vertical drain by finite element analysis for treted road embankment /
af: Khairul Anuar Mohamad, 1977-, author 610783
Udgivet: (2017)

Predicting the long-term performance of a wide embankment on soft soil using an elastic-viscoplastic model
af: Karim, M.R., et al.
Udgivet: (2010)

Improvement on engineering properties of Pekan soft clay treated with hydrated lime as a method of soil stabilizer
af: Nurul Zawarni , Zaim
Udgivet: (2012)

Settlement of soft clay subjected to embankment load /
af: Devyclay Pius, 1986-, et al.
Udgivet: (2010)

Settlement of embankment of soft clay [electronic resource] /
af: 360290 Chong, Ee Sing, et al.
Udgivet: (2009)

Developmental research of sustainable technologies to minimise problematic road embankment settlements
af: Ratha, N., et al.
Udgivet: (2018)

Shear strength of soft clay reinforced with polypropylene column
af: Anas Mohamad Husian, Kassim
Udgivet: (2017)