Full metadata record
DC Field | Value | Language |
---|---|---|
dc.contributor.author | FANG, YS | en_US |
dc.contributor.author | CHEN, TJ | en_US |
dc.contributor.author | WU, BF | en_US |
dc.date.accessioned | 2014-12-08T15:03:52Z | - |
dc.date.available | 2014-12-08T15:03:52Z | - |
dc.date.issued | 1994-08-01 | en_US |
dc.identifier.issn | 0733-9410 | en_US |
dc.identifier.uri | http://hdl.handle.net/11536/2389 | - |
dc.description.abstract | This paper presents experimental data of earth pressure acting against a vertical rigid wall, which moved into a mass of dry sand with a stress-free horizontal surface under various wall-movement modes. To investigate the variation of earth pressure induced by the rotation about a point above the top (RTT) and rotation about a point below the wall base (RBT) types of wall movement, the instrumented retaining-wall facility was developed at National Chiao Tung University. Based on experimental data it is found that, for a wall under translational movement, the passive pressure distribution is linear and in good agreement with Terzaghi's prediction based on the general wedge theory. For a wall under either RTT or RBT mode, the magnitude of passive thrust and its point of application are significantly affected by the mode of wall displacement. However, if the parameter n indicating location of the center of rotation is greater than 2.0, the influence of movement mode on passive earth pressure becomes less important. | en_US |
dc.language.iso | en_US | en_US |
dc.title | PASSIVE EARTH PRESSURES WITH VARIOUS WALL MOVEMENTS | en_US |
dc.type | Article | en_US |
dc.identifier.journal | JOURNAL OF GEOTECHNICAL ENGINEERING-ASCE | en_US |
dc.citation.volume | 120 | en_US |
dc.citation.issue | 8 | en_US |
dc.citation.spage | 1307 | en_US |
dc.citation.epage | 1323 | en_US |
dc.contributor.department | 交大名義發表 | zh_TW |
dc.contributor.department | 土木工程學系 | zh_TW |
dc.contributor.department | National Chiao Tung University | en_US |
dc.contributor.department | Department of Civil Engineering | en_US |
dc.identifier.wosnumber | WOS:A1994NY90900002 | - |
dc.citation.woscount | 32 | - |
Appears in Collections: | Articles |
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