1 |
Hwang, T.H., Kim, K.H. and Shin, J.H. (2017b), "Effective installation of micropiles to enhance bearing capacity of micropiled raft", Soils Found., 57(1), 36-49, https://doi.org/10.1016/j.sandf.2017.01.003.
DOI
|
2 |
Han, J. and Ye, S.L. (2006), "A field study on the behavior of a foundation underpinned by micropiles", Can. Geotech. J., 43(1), 30-42, https://doi.org/10.1139/t05-087.
DOI
|
3 |
Moradi, M.H., Keramati, M., Ramesh, A. and Naderi, R. (2021), "Experimental valuation of the effects of structural parameters installation methods and soil density on the micropile bearing capacity", Int. J. Civil Eng., 19(11), 1313-1325. https://doi.org/10.1007/s40999-021-00629-5.
DOI
|
4 |
Prakash, S. and Sharma, H.D. (1991), Pile Foundations in Engineering Practice, John Wiley & Sons, Washington, DC, USA
|
5 |
Vesic, A.S. (1977), Design of pile foundations. NCHRP synthesis of highway practice, 42
|
6 |
Veludo, J., Julio, E.N.B.S. and Dias-da-Costa, D. (2012), "Compressive strength of micropile-to-grout connections", Constr. Build. Mater., 26(1), 172-179. https://doi.org/10.1016/j.conbuildmat.2011.06.007.
DOI
|
7 |
Wang, C., Han, J.T. and Jang, Y.E. (2019),. "Experimental investigation of micropile stiffness affecting the underpinning of an existing foundation", Appl. Sci., 9(12), 2495. https://doi.org/10.3390/app9122495.
DOI
|
8 |
El Kamash, W. and Han, J. (2017), "Numerical analysis of existing foundations underpinned by micropiles", Int. J. Geomech., 17(6), 04016126, https://doi.org/10.1061/(ASCE)GM.1943-5622.0000833.
DOI
|
9 |
Capatti, M.C., Dezi, F., Carbonari, S. and Gara, F. (2020), "Dynamic performance of a full-scale micropile group relevance of nonlinear behaviour of the soil adjacent to micropiles", Soil Dyn. Earthq. Eng., 128, 105858, https://doi.org/10.1016/j.soildyn.2019.105858.
DOI
|
10 |
Das, B.M. (2010), Principles of Foundation Engineering, (7th Edition), Cengage learning, Boston, MA, USA
|
11 |
El Kamash, W., El Naggar, H., Nabil, M. and Ata, A. (2020), "Optimizing the unconnected piled raft foundation for soft clay soils: numerical study", J. Civil Eng. - KSCE, 24(4), 1095-1102, https://doi.org/10.1007/s12205-020-0567-3
DOI
|
12 |
FHWA (2005), "Micropiles design and construction", US Department of Transportation, Washington, DC, USA
|
13 |
Gomez, J., Cadden, A., Traylor, R.P. and Bruce, D.A. (2005), "Connection capacity between micropiles and existing footings-bond strength to concrete", In Geo3 GEO Construction Quality Assurance/Quality Control Conference Proceedings, Dallas, Fort worth, Texas, USA.
|
14 |
Hwang, T.H., Kim, K.H. and Shin, J.H. (2017a), "Bearing capacity of micropiled-raft system", Struct. Eng. Mech., 63(3), 417-428, https://doi.org/10.12989/sem.2017.63.3.417.
DOI
|
15 |
CCTG (1992), "Technical Rules for the Design and Calculation of the Foundations of the Civil Engineering Works", Publication 62, Title V, France
|
16 |
ASTM D2487-06, "Standard Practics for Classification of Soils for Engineering Purpose(Unified Soil Classification System)", West Conshohocken, Pennsylvania, USA
|
17 |
Xanthakos, P.P. (1991), Ground anchors and Anchored Structures, John Wiley & Sons, Washington, DC, USA.
|