Zobrazeno 1 - 10
of 14
pro vyhledávání: '"KUI HUA WANG"'
Publikováno v:
Journal of Central South University. 29:1823-1839
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::62c192eef187be81e1bd298bf8fa1206
https://doi.org/10.1007/s11771-022-5053-2
https://doi.org/10.1007/s11771-022-5053-2
Publikováno v:
Journal of Zhejiang University-SCIENCE A. 22:992-1004
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::8f086248baffa29037308bed49c03a78
https://doi.org/10.1631/jzus.a2100084
https://doi.org/10.1631/jzus.a2100084
Publikováno v:
Computers and Geotechnics. 137:104300
Some field measurements indicate that obvious deformations may occur in retaining structures due to dewatering before excavation. To investigate this problem, a time-dependent analysis method for the interaction between retaining piles and stratified
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::3f798a2aaed94a290b52ae1465b0db29
https://doi.org/10.1016/j.compgeo.2021.104300
https://doi.org/10.1016/j.compgeo.2021.104300
Autor:
ANTONS, CHRISTOPH1,2,3,4, KUI HUA WANG5
Publikováno v:
Deakin Law Review. 2015, Vol. 20 Issue 2, p185-219. 35p.
Publikováno v:
Mathematical Problems in Engineering, Vol 2019 (2019)
The distribution of temperature in sand soils was measured through laboratory tests, and the temperature influence on friction resistances at the concrete-soil interface was analyzed. Based on the results of laboratory tests, the finite element model
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::fd45fbae75ea84b8f7efee72920fbd40
Autor:
Zheng Qian, Kui Hua Wang
Publikováno v:
Advanced Materials Research. :970-974
The purpose of this paper was to predict piles’ bearing capacities and end-bearing ratios. Finite-Element-Method was derived to establish the simulation models. The studying processes were firstly to set some unified pile top settlements and then t
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::bdbe5ce309e3b7c6c326a381c549a672
https://doi.org/10.4028/www.scientific.net/amr.989-994.970
https://doi.org/10.4028/www.scientific.net/amr.989-994.970
Publikováno v:
Advanced Engineering and Technology III.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::5160dd7c5c34345a74bae6f6568bd244
https://doi.org/10.1201/9781315387222-12
https://doi.org/10.1201/9781315387222-12
Publikováno v:
Advanced Materials Research. :2932-2938
By means of pseudo-dynamic theory, a new calculating method is presented to calculate the pseudo-dynamic seismic active earth pressure behind rigid retaining wall. Considering time and phase difference within the backfills, the horizontal slices is u
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::96035c85da5198320dbbd3bf1e940547
https://doi.org/10.4028/www.scientific.net/amr.368-373.2932
https://doi.org/10.4028/www.scientific.net/amr.368-373.2932
Study of the Influence of Sediment Properties on Complex Impedance at the Head of Rock-Socketed Pile
Publikováno v:
Advanced Materials Research. :2939-2944
Based on virtual soil pile model, the influence of sediment properties on complex impedance at the head of rock-socketed pile is theoretically investigated by virtue of Laplace transform technique and impedance function transfer method. Firstly, the
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::8bb2ce68bb5d935c4d5ee501f56b087a
https://doi.org/10.4028/www.scientific.net/amr.368-373.2939
https://doi.org/10.4028/www.scientific.net/amr.368-373.2939
Publikováno v:
Advanced Materials Research. :2450-2457
Taking axisymmetric wave effect of soil into account, longitudinal vibration of pile in viscous damping layered soils undergoing arbitrary load is theoretically investigated. An analytical solution for admittance at the level of the pile head in freq
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::feea094c954dd1fd2af7ba4f4b088eed
https://doi.org/10.4028/www.scientific.net/amr.168-170.2450
https://doi.org/10.4028/www.scientific.net/amr.168-170.2450