Zobrazeno 1 - 10
of 39
pro vyhledávání: '"Horn-Da Lin"'
Communication of design risk within a transparent and rational framework is necessary in view of the increasing interest in code harmonization, public involvement in defining acceptable risk levels, and risk-sharing among client, consultant, insurer,
Publikováno v:
Sustainability. 14:14465
In the past 30 years, research on rainfall-induced landslides has grown remarkably. The contribution of matric suction to soil strength and the physics of water flow in unsaturated soils are widely accepted phenomena among researchers. However, the a
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::5e9c8eb172e4e12438497db6e844e3c5
https://doi.org/10.3390/su142114465
https://doi.org/10.3390/su142114465
Publikováno v:
Lecture Notes in Civil Engineering ISBN: 9789811521836
A robust Decoupled Analysis Method (DAM) that can consider nonlinear soil behavior and inelastic structure responses has been developed by the authors. Previous studies show that this DAM method can satisfactorily analyze the interaction of the excav
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::62241324b827a8dbc6fbfffb098a8ce6
https://doi.org/10.1007/978-981-15-2184-3_40
https://doi.org/10.1007/978-981-15-2184-3_40
Publikováno v:
Japanese Geotechnical Society Special Publication. 2:1437-1440
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::72cf5d8be5ce54e9092e9971fb244e46
https://doi.org/10.3208/jgssp.twn-14
https://doi.org/10.3208/jgssp.twn-14
Publikováno v:
Computers and Geotechnics. 118:103295
The use of the two-dimensional (2D) finite element method (FEM) has become a trend in slope stability analysis and has been widely adopted by engineers. When using the nonassociated flow rule (ϕ′ ≠ ψ′), the convergence problems can be correct
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::be1ffc0ff3ae75418af87bce26450d37
https://doi.org/10.1016/j.compgeo.2019.103295
https://doi.org/10.1016/j.compgeo.2019.103295
Publikováno v:
Computers and Geotechnics. 64:96-104
This paper proposes a novel method of constructing objective functions, known as the robust and interpolation-free technique (RIFT), to be used in conjunction with inverse analysis. RIFT is free of interpolation and can avoid errors introduced by int
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::bb1c91576f49da7a9a18408fed8e4044
https://doi.org/10.1016/j.compgeo.2014.11.008
https://doi.org/10.1016/j.compgeo.2014.11.008
Publikováno v:
International Journal of Geomechanics. 17
This paper discusses how small-strain stiffness and some aspects of the yield surface affect the finite-element predictions of excavation responses, including wall and ground deformations. By using the in-house-developed constitutive model SC1SS, it
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::f1716a283dfacc1c3507b4b55f374fc8
https://doi.org/10.1061/(asce)gm.1943-5622.0000753
https://doi.org/10.1061/(asce)gm.1943-5622.0000753
Publikováno v:
International Journal of Geomechanics. 14:151-157
Trench stability is a conventional geotechnical problem; however, current evaluations are often based entirely on empiricism. This paper uses numerical finite-element upper and lower bound limit analysis to produce stability charts for two-dimensiona
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::d6c192a4c38fbc601a61f7d0069d95ea
https://doi.org/10.1061/(asce)gm.1943-5622.0000292
https://doi.org/10.1061/(asce)gm.1943-5622.0000292
INVESTIGATION OF SLURRY SUPPORTED TRENCH STABILITY UNDER SEISMIC CONDITION IN PURELY COHESIVE SOILS.
Publikováno v:
Journal of GeoEngineering; 2020, Vol. 15 Issue 4, p195-203, 9p
Autor:
Shu-Rong Yang1 sryang@mail.ntust.edu.tw, Horn-Da Lin2 hdlin@mail.ntust.edu.tw, Kung, Johnson H. S.3 johnsonlive@yahoo.com.tw, Wei-Hsing Huang4 t321655@ncu.edu.tw
Publikováno v:
Journal of Geotechnical & Geoenvironmental Engineering. Sep2008, Vol. 134 Issue 9, p1375-1384. 10p. 1 Color Photograph, 5 Diagrams, 3 Charts, 10 Graphs.