Zobrazeno 1 - 10
of 15
pro vyhledávání: '"He Hua Zhu"'
Publikováno v:
Soil Dynamics and Earthquake Engineering. 171:107980
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::051cb703e558cd0dd23d6c1418a728f9
https://doi.org/10.1016/j.soildyn.2023.107980
https://doi.org/10.1016/j.soildyn.2023.107980
Publikováno v:
Tunnelling and Underground Space Technology. 137:105127
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::95b2ae299aec253bbe249d8fc3ffc1d6
https://doi.org/10.1016/j.tust.2023.105127
https://doi.org/10.1016/j.tust.2023.105127
Publikováno v:
Applied Clay Science. 233:106816
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::cf3a51df3a80059f80ca90ac82c2d080
https://doi.org/10.1016/j.clay.2023.106816
https://doi.org/10.1016/j.clay.2023.106816
Publikováno v:
Engineering Geology. 305:106718
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::4043a22cf9fcbe2aea3d6d53e488e915
https://doi.org/10.1016/j.enggeo.2022.106718
https://doi.org/10.1016/j.enggeo.2022.106718
Publikováno v:
Applied Clay Science. 222:106492
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::d313a63f0003a8751d3f8fb87af0be15
https://doi.org/10.1016/j.clay.2022.106492
https://doi.org/10.1016/j.clay.2022.106492
Publikováno v:
Advanced Materials Research. :1853-1856
The rotational angle of joint is the key factor for segment lining design. Using the nonlinear finite element program of MARC (MSC2003), the 3D numerical analysis on segment joint of prestressed concrete lining has been carried out. During the analys
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::e3bb3bbd327a9b09511b79d484a46afa
https://doi.org/10.4028/www.scientific.net/amr.255-260.1853
https://doi.org/10.4028/www.scientific.net/amr.255-260.1853
Publikováno v:
Advanced Materials Research. :1286-1290
Based on the literatures and the existent researches, the study on segment joint of prestressed concrete lining has been carried out. The analytical solution for calculating the rotational angle of the joint are deduced with the calculation assumptio
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::8af90097f5c6c82fc20e4b1e831d9afb
https://doi.org/10.4028/www.scientific.net/amr.163-167.1286
https://doi.org/10.4028/www.scientific.net/amr.163-167.1286
Publikováno v:
Structural Engineering and Mechanics. 30:119-129
A small strain and elastoplastic formulation of Polygonal Element Method (PEM) is developed for efficient analysis of elastoplastic solids. In this work, the polygonal elements are constructed based on traditional triangular finite meshes. The constr
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::04e253cbd0bd06d131d411e10953b58d
https://doi.org/10.12989/sem.2008.30.1.119
https://doi.org/10.12989/sem.2008.30.1.119
Publikováno v:
Tunneling and Underground Construction.
In the past, only displacement, stress, size and distribution of plastic zone can be obtained when analyzing the stability of jointed rock tunnel. Neither the location and range of the failure surface could be found, nor the quantitative criteria of
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::c25db9f628d728f113d58755ca687f90
https://doi.org/10.1061/9780784413449.011
https://doi.org/10.1061/9780784413449.011
Autor:
He-Hua Zhu, Rong-rong Yin
Publikováno v:
Deep and Underground Excavations.
This study, using GeoFBA, generates a load-structure method tensile-compressional model for analyzing and calculating the tunnel that is 10m deep embedded by rock and is eroded by combined action of sulphate and chloride. The calculation indicates th
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::c5f92695543ec12bb24551fb6652eb48
https://doi.org/10.1061/41107(380)47
https://doi.org/10.1061/41107(380)47