Ukritchon, Boonchai, Keawsawasvong, Suraparb (2019) Lower bound solutions for undrained face stability of plane strain tunnel headings in anisotropic and non-homogeneous clays. Computers and Geotechnics, 112. 204-217 doi:10.1016/j.compgeo.2019.04.018

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Reference Type	Journal (article/letter/editorial)
Title	Lower bound solutions for undrained face stability of plane strain tunnel headings in anisotropic and non-homogeneous clays
Journal	Computers and Geotechnics
Authors	Ukritchon, Boonchai		Author
Authors	Keawsawasvong, Suraparb		Author
Year	2019 (August)	Volume	112
Publisher	Elsevier BV
DOI	doi:10.1016/j.compgeo.2019.04.018Search in ResearchGate
	Generate Citation Formats
Mindat Ref. ID	1007659	Long-form Identifier	mindat:1:5:1007659:2
GUID	0
Full Reference	Ukritchon, Boonchai, Keawsawasvong, Suraparb (2019) Lower bound solutions for undrained face stability of plane strain tunnel headings in anisotropic and non-homogeneous clays. Computers and Geotechnics, 112. 204-217 doi:10.1016/j.compgeo.2019.04.018
Plain Text	Ukritchon, Boonchai, Keawsawasvong, Suraparb (2019) Lower bound solutions for undrained face stability of plane strain tunnel headings in anisotropic and non-homogeneous clays. Computers and Geotechnics, 112. 204-217 doi:10.1016/j.compgeo.2019.04.018
In	(2019) Computers and Geotechnics Vol. 112. Elsevier BV

	Ukritchon, Boonchai, Yoang, Sothoan, Keawsawasvong, Suraparb (2020) Undrained stability of unsupported rectangular excavations in non-homogeneous clays. Computers and Geotechnics, 117. 103281 doi:10.1016/j.compgeo.2019.103281
	Keawsawasvong, Suraparb, Ukritchon, Boonchai (2019) Undrained basal stability of braced circular excavations in non-homogeneous clays with linear increase of strength with depth. Computers and Geotechnics, 115. 103180 doi:10.1016/j.compgeo.2019.103180
	*Keawsawasvong, Suraparb, Ukritchon, Boonchai (2017) Stability of unsupported conical excavations in non-homogeneous clays. Computers and Geotechnics, 81. 125-136 doi:10.1016/j.compgeo.2016.08.007*
	Keawsawasvong, Suraparb, Ukritchon, Boonchai (2017) Undrained stability of an active planar trapdoor in non-homogeneous clays with a linear increase of strength with depth. Computers and Geotechnics, 81. 284-293 doi:10.1016/j.compgeo.2016.08.027
	Ukritchon, Boonchai, Keawsawasvong, Suraparb (2019) Three-dimensional lower bound finite element limit analysis of an anisotropic undrained strength criterion using second-order cone programming. Computers and Geotechnics, 106. 327-344 doi:10.1016/j.compgeo.2018.11.010
	Ukritchon, Boonchai, Yingchaloenkitkhajorn, Kongkit, Keawsawasvong, Suraparb (2017) Three-dimensional undrained tunnel face stability in clay with a linearly increasing shear strength with depth. Computers and Geotechnics, 88. 146-151 doi:10.1016/j.compgeo.2017.03.013
	Ei Ei Soe, The, Ukritchon, Boonchai (2023) Three-dimensional undrained face stability of circular tunnels in non-homogeneous and anisotropic clays. Computers and Geotechnics, 159. 105422 doi:10.1016/j.compgeo.2023.105422
	Ukritchon, Boonchai, Keawsawasvong, Suraparb (2020) Undrained lower bound solutions for end bearing capacity of shallow circular piles in non‐homogeneous and anisotropic clays. International Journal for Numerical and Analytical Methods in Geomechanics, 44. 596-632 doi:10.1002/nag.3018
	Ukritchon, Boonchai, Keawsawasvong, Suraparb (2019) Stability of unlined square tunnels in Hoek-Brown rock masses based on lower bound analysis. Computers and Geotechnics, 105. 249-264 doi:10.1016/j.compgeo.2018.10.006
	Keawsawasvong, Suraparb, Yoang, Sothoan, Ukritchon, Boonchai, Banyong, Rungkhun (2022) Lower bound analysis of rectangular footings with interface adhesion factors on nonhomogeneous clays. Computers and Geotechnics, 147. 104787 doi:10.1016/j.compgeo.2022.104787
	*Keawsawasvong, Suraparb, Ukritchon, Boonchai (2017) Undrained limiting pressure behind soil gaps in contiguous pile walls. Computers and Geotechnics, 83. 152-158 doi:10.1016/j.compgeo.2016.11.007*

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Ukritchon, Boonchai, Keawsawasvong, Suraparb (2019) Lower bound solutions for undrained face stability of plane strain tunnel headings in anisotropic and non-homogeneous clays. Computers and Geotechnics, 112. 204-217 doi:10.1016/j.compgeo.2019.04.018

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