Zobrazeno 1 - 10
of 57
pro vyhledávání: '"Kanghe Xie"'
Publikováno v:
Marine Georesources & Geotechnology. :1-14
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::24e0ac67726af19f465c1dbffdc31742
https://doi.org/10.1080/1064119x.2022.2121671
https://doi.org/10.1080/1064119x.2022.2121671
Publikováno v:
Engineering Geology. 312:106924
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::bf04a68bd3e8db23764d454d92ea4fd5
https://doi.org/10.1016/j.enggeo.2022.106924
https://doi.org/10.1016/j.enggeo.2022.106924
Publikováno v:
Lecture Notes in Civil Engineering ISBN: 9783030772376
In this paper, the effect of boundary permeability on the dynamic response of a layered poroelastic half-space under moving loads in a tunnel is studied analytically. The tunnel is modeled by an Euler–Bernoulli beam located between two horizontal l
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::3d19e31583c6b300ee6df6976313ca69
https://doi.org/10.1007/978-3-030-77238-3_9
https://doi.org/10.1007/978-3-030-77238-3_9
Publikováno v:
Soil Dynamics and Earthquake Engineering. 111:184-192
The dynamic impedance of saturated soil layer with a radially inhomogeneous boundary zone to horizontally vibrating pile is theoretically investigated. A continuous, radial variation for the soil properties is assumed, so that there are no wave refle
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::82635e2042301507baab45c753cd7168
https://doi.org/10.1016/j.soildyn.2018.04.012
https://doi.org/10.1016/j.soildyn.2018.04.012
Publikováno v:
International Journal for Numerical and Analytical Methods in Geomechanics. 42:871-888
In recent years, a new technique of ground improvement, which involves the combined use of impervious column and vertical drains, has been proposed and utilized in many field projects to accelerate consolidation and increase bearing capacity of soft
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::9fc84f35eb27aa2c6d9ada6cceeb57da
https://doi.org/10.1002/nag.2770
https://doi.org/10.1002/nag.2770
Publikováno v:
Soils and Foundations. 57:1088-1095
As pointed out in the Technical Standards and Commentaries for Port and Harbour Facilities in Japan (2009), the consolidation rate of subsoil improved by the sand compaction pile with high replacement ratio tends to be delayed compared to that predic
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::a642764ad0e07d5e1efbf53cb9fa6e03
https://doi.org/10.1016/j.sandf.2017.08.033
https://doi.org/10.1016/j.sandf.2017.08.033
Publikováno v:
Journal of Central South University. 24:967-976
Geometrical nonlinearity of the soft soil and the deviation of water flow in the soft clay from Darcy’s law have been well recognized in practice. However, the theory of consolidation, which can account for both the geometrical nonlinearity and the
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::fabf37730e2c18b50f80375ca2146b22
https://doi.org/10.1007/s11771-017-3499-4
https://doi.org/10.1007/s11771-017-3499-4
Publikováno v:
Arabian Journal of Geosciences. 12
An improved model is developed to analyze the horizontal dynamic response of piles in saturated soil. The proposed model retains the simplicity of the plane strain model while accounting for 3-D effects. The vertical coordinate is suppressed by integ
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::b686e2ca1323c511d05468c3f5dea864
https://doi.org/10.1007/s12517-019-4451-8
https://doi.org/10.1007/s12517-019-4451-8
Publikováno v:
Marine Georesources & Geotechnology. 35:788-798
In this article, an analytical solution is proposed to investigate the lateral dynamic response of a pile which is partially embedded in saturated soil layer and subjected to combined lateral and vertical loads. The saturated soil is described by Bio
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::ef1a9307fa77e2d62a19182e9be467aa
https://doi.org/10.1080/1064119x.2016.1240276
https://doi.org/10.1080/1064119x.2016.1240276
Publikováno v:
Marine Georesources & Geotechnology. 35:318-329
Analytical solutions expressed using the hydraulic head for the one-dimensional consolidation of layered structured aquitard soils in a leakage system are deduced by transforming the n-layered structured soils into n + i (i = 1,2,…, n)-layered soil
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::3965f9a6db6e731ad7c38b840939060c
https://doi.org/10.1080/1064119x.2016.1164264
https://doi.org/10.1080/1064119x.2016.1164264