2013 H. Bolton Seed Lecture: Steve Wright: Slope Stability Computations

  Рет қаралды 32,502

Geo-Institute of ASCE

Geo-Institute of ASCE

Күн бұрын

Пікірлер: 12
@Martin-iw1ll
@Martin-iw1ll Ай бұрын
In example 3, the final slip surface of the slope W is still different from the slip surface from UTEXAS, even though the FoS value is the same
@HamzahAlHashemi
@HamzahAlHashemi 8 жыл бұрын
It's really outstanding online education organization, I'd like to thank all of you really. Passionate Geotechnical Engineer
@zhaocheng9016
@zhaocheng9016 7 жыл бұрын
Good presentation. But I would say that all these pitfalls are never problems if switching to more advanced slope stability analyzing method - strength reduction approach - using a FE or FD platform.
@Martin-iw1ll
@Martin-iw1ll Ай бұрын
But I thought FD code are uneasy to use with complex boundary conditions
@jombsgeoscientique8093
@jombsgeoscientique8093 7 жыл бұрын
simple and comprehensive... this is a class lecture from an expert in his field.... thank your very much for sharing this
@nicholaskauffman9558
@nicholaskauffman9558 9 жыл бұрын
Worthwhile lecture for opening our eyes to some of the nuances associated with slope stability modeling.
@aleksanderurbanski5549
@aleksanderurbanski5549 9 жыл бұрын
instead this "old fashioned" method use FEM modeling of with C-fi reduction algorithm. It always leads you to univocal solution of any stability problem, together with influence of water. No need ti divagate "circes" or other shape of slip surface. Available for example in ZSoil code (since 1985)
@ingGS
@ingGS 2 жыл бұрын
Although I side with you, there is still a place for classic slope stability analysis, and it is not going away any time soon. From the educational perspective it is easier to introduce the student to Limit Equilibrium, and the mechanical-geometrical treatment of failing soil masses than it is to FEM. From the practice point of view, LE analysis is very close to reality in many cases, and has been verified with real landslides and scaled centrifuge models. You can also extend it to reinforced slopes or retaining structures, which in FEM is another type of problem. Think as well about the practicality of programming a spreadsheet to solve your problem, not everyone has access to FEM software.
@spidermancrawlingtheweb
@spidermancrawlingtheweb 7 жыл бұрын
this is such a quality lecture, thanks for uploading this!
@KirillGoloviznin
@KirillGoloviznin 9 ай бұрын
@munawarhussain7878
@munawarhussain7878 4 жыл бұрын
wow
How to treat Acne💉
00:31
ISSEI / いっせい
Рет қаралды 108 МЛН
Мясо вегана? 🧐 @Whatthefshow
01:01
История одного вокалиста
Рет қаралды 7 МЛН
Hydrogeology 101
55:33
National Ground Water Association
Рет қаралды 133 М.
Slow Earthquakes
1:02:58
Central Washington University
Рет қаралды 125 М.
Education For Whom and For What?
1:59:28
The University of Arizona
Рет қаралды 2,3 МЛН
2015 Seed Lecture: Peter Robertson: Evaluation of Soil Liquefaction
1:20:49
Geo-Institute of ASCE
Рет қаралды 26 М.
2019 Karl Terzaghi Lecture: Ed Idriss: Response of Soil Sites During Earthquakes
1:14:51
Rapid evolution: Can mutations explain historical events? (John Hawks at CASW 2009)
59:08
The University of Texas at Austin
Рет қаралды 36 М.
How to Make a Real Diamond - (Not Clickbait)
8:51
JerryRigEverything
Рет қаралды 2,7 МЛН
How to treat Acne💉
00:31
ISSEI / いっせい
Рет қаралды 108 МЛН