2016
DOI: 10.3844/ajeassp.2016.466.476
|View full text |Cite
|
Sign up to set email alerts
|

Field Data Based Method for Predicting Long-Term Settlements

Abstract: Abstract:The estimation of the long-term foundation settlement in soft soil is very complex, which is attributed to a number of uncertainties associated with various factors, such as: (i) The compressibility parameters obtained in the laboratory from samples of relatively small size that are more homogeneous compared to heterogeneous field sediments in which various soil types may be interlayered at random and may occur without exhibiting any real stratification; (ii) limitations and unrealistic assumptions pr… Show more

Help me understand this report

Search citation statements

Order By: Relevance

Paper Sections

Select...
3
1

Citation Types

0
11
0

Year Published

2018
2018
2023
2023

Publication Types

Select...
8

Relationship

0
8

Authors

Journals

citations
Cited by 12 publications
(11 citation statements)
references
References 24 publications
(14 reference statements)
0
11
0
Order By: Relevance
“…It can be talked about here by manipulating robots or self-employed robots with a large gauge (Rulkov et al, 2016;Agarwala, 2016;Babayemi, 2016;Gusti and Semin, 2016;Mohamed et al, 2016;Wessels and Raad, 2016;Maraveas et al, 2015;Khalil, 2015;Rhode-Barbarigos et al, 2015;Takeuchi et al, 2015;Li et al, 2015;Vernardos and Gantes, 2015;Bourahla and Blakeborough, 2015;Stavridou et al, 2015;Ong et al, 2015;Dixit and Pal, 2015;Rajput et al, 2016;Rea and Ottaviano, 2016;Zurfi and Zhang, 2016a-b;Zheng and Li, 2016;Buonomano et al, 2016a-b;Faizal et al, 2016;Cataldo, 2006;Ascione et al, 2016;Elmeddahi et al, 2016;Calise et al, 2016;Morse et al, 2016;Abouobaida, 2016;Rohit and Dixit, 2016;Kazakov et al, 2016;Alwetaishi, 2016;Riccio et al, 2016a-b;Iqbal, 2016;Hasan and El-Naas, 2016;Al-Hasan and Al-Ghamdi, 2016;Jiang et al, 2016;Sepúlveda, 2016;Martins et al, 2016;Pisello et al, 2016;Jarahi, 2016;…”
Section: Transport Capacity: 30kn/60kn • M-1000kn/2500kn • Mmentioning
confidence: 99%
“…It can be talked about here by manipulating robots or self-employed robots with a large gauge (Rulkov et al, 2016;Agarwala, 2016;Babayemi, 2016;Gusti and Semin, 2016;Mohamed et al, 2016;Wessels and Raad, 2016;Maraveas et al, 2015;Khalil, 2015;Rhode-Barbarigos et al, 2015;Takeuchi et al, 2015;Li et al, 2015;Vernardos and Gantes, 2015;Bourahla and Blakeborough, 2015;Stavridou et al, 2015;Ong et al, 2015;Dixit and Pal, 2015;Rajput et al, 2016;Rea and Ottaviano, 2016;Zurfi and Zhang, 2016a-b;Zheng and Li, 2016;Buonomano et al, 2016a-b;Faizal et al, 2016;Cataldo, 2006;Ascione et al, 2016;Elmeddahi et al, 2016;Calise et al, 2016;Morse et al, 2016;Abouobaida, 2016;Rohit and Dixit, 2016;Kazakov et al, 2016;Alwetaishi, 2016;Riccio et al, 2016a-b;Iqbal, 2016;Hasan and El-Naas, 2016;Al-Hasan and Al-Ghamdi, 2016;Jiang et al, 2016;Sepúlveda, 2016;Martins et al, 2016;Pisello et al, 2016;Jarahi, 2016;…”
Section: Transport Capacity: 30kn/60kn • M-1000kn/2500kn • Mmentioning
confidence: 99%
“…In fact, this is the robot's humanitarian role and in the future, it can be developed and prepared just for that purpose (Rulkov et al, 2016;Agarwala, 2016;Babayemi, 2016;Gusti and Semin, 2016;Mohamed et al, 2016;Wessels and Raad, 2016;Maraveas et al, 2015;Khalil, 2015;Rhode-Barbarigos et al, 2015;Takeuchi et al, 2015;Li et al, 2015;Vernardos and Gantes, 2015;Bourahla and Blakeborough, 2015;Stavridou et al, 2015;Ong et al, 2015;Dixit and Pal, 2015;Rajput et al, 2016;Rea and Ottaviano, 2016;Zurfi and Zhang, 2016 a-b;Zheng and Li, 2016;Buonomano et al, 2016 a-b;Faizal et al, 2016;Ascione et al, 2016;Elmeddahi et al, 2016;Calise et al, 2016;Morse et al, 2016;Abouobaida, 2016;Rohit and Dixit, 2016;Kazakov et al, 2016;Alwetaishi, 2016;Riccio et al, 2016 a-b;Iqbal, 2016;Hasan and El-Naas, 2016;Al-Hasan and Al-Ghamdi, 2016;Jiang et al, 2016;Sepúlveda, 2016;Martins et al, 2016;Pisello et al, 2016;Mondal et al, 2016;Mansour, 2016;…”
Section: Introductionmentioning
confidence: 99%
“…e evolution of the settlement has been grossly investigated (e.g., [5][6][7][8][9][10]), while prediction models have also been developed for capturing the development of the subgrade settlement (e.g., [11][12][13]). However, each study is based on their own soil type so that the availability settlement prediction model may be limited, as the heterogeneous filed sediments consist of various soil types interlayered at random [14,15]. Although Terzaghi's conventional linear onedimensional model [16] can be adopted to predict the ultimate primary consolidation settlement for the foundation, the in situ consolidation is a three-dimensional problem with varying coefficients of consolidation [15,17].…”
Section: Introductionmentioning
confidence: 99%
“…However, each study is based on their own soil type so that the availability settlement prediction model may be limited, as the heterogeneous filed sediments consist of various soil types interlayered at random [14,15]. Although Terzaghi's conventional linear onedimensional model [16] can be adopted to predict the ultimate primary consolidation settlement for the foundation, the in situ consolidation is a three-dimensional problem with varying coefficients of consolidation [15,17]. In addition, the unsaturated state of the subgrade will pose more difficulties for accurate settlement prediction of the subgrade [18].…”
Section: Introductionmentioning
confidence: 99%