Reliability based design of earth retaining structures
The deterministic analysis of anchored sheet pile wall does not reflect the uncertainty in the loading, soil and water fluctuation parameters. Ambiguities could also arise from different definitions of safety factor. Three methods of introducing safety factors into deterministic design calculation a...
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sg-ntu-dr.10356-130712023-03-03T19:14:17Z Reliability based design of earth retaining structures Loh, May Har. Low, Bak Kong School of Civil and Structural Engineering DRNTU::Engineering::Civil engineering::Geotechnical The deterministic analysis of anchored sheet pile wall does not reflect the uncertainty in the loading, soil and water fluctuation parameters. Ambiguities could also arise from different definitions of safety factor. Three methods of introducing safety factors into deterministic design calculation are currently used in practice: Method A: Embedment depth is multiplied by factor (Fd); Method B: Gross passive resistance is factored (Fp); Method C: Shear strength parameters are divided by a factor (Fs). Master of Science (Civil Engineering) 2008-10-20T07:03:48Z 2008-10-20T07:03:48Z 1999 1999 Thesis http://hdl.handle.net/10356/13071 en 82 p. application/pdf |
| institution |
Nanyang Technological University |
| building |
NTU Library |
| continent |
Asia |
| country |
Singapore Singapore |
| content_provider |
NTU Library |
| collection |
DR-NTU |
| language |
English |
| topic |
DRNTU::Engineering::Civil engineering::Geotechnical |
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DRNTU::Engineering::Civil engineering::Geotechnical Loh, May Har. Reliability based design of earth retaining structures |
| description |
The deterministic analysis of anchored sheet pile wall does not reflect the uncertainty in the loading, soil and water fluctuation parameters. Ambiguities could also arise from different definitions of safety factor. Three methods of introducing safety factors into deterministic design calculation are currently used in practice: Method A: Embedment depth is multiplied by factor (Fd); Method B: Gross passive resistance is factored (Fp); Method C: Shear strength parameters are divided by a factor (Fs). |
| author2 |
Low, Bak Kong |
| author_facet |
Low, Bak Kong Loh, May Har. |
| format |
Theses and Dissertations |
| author |
Loh, May Har. |
| author_sort |
Loh, May Har. |
| title |
Reliability based design of earth retaining structures |
| title_short |
Reliability based design of earth retaining structures |
| title_full |
Reliability based design of earth retaining structures |
| title_fullStr |
Reliability based design of earth retaining structures |
| title_full_unstemmed |
Reliability based design of earth retaining structures |
| title_sort |
reliability based design of earth retaining structures |
| publishDate |
2008 |
| url |
http://hdl.handle.net/10356/13071 |
| _version_ |
1759854272126648320 |