Performance of Reinforced Soil Structures: Proceedings of the International Reinforced Soil Conference Organized by the British Geotechnical Society and Held in Glasgow on 10-12 September 1990Alan McGown, Khen Yeo, K. Z. Andrawes Thomas Telford, 1991 - 485 lappuses The following is just a selection of the contents - Theory and design related to the performance of reinforced soil structures - A study of the influence of soil on the reinforcement load in polymer grid reinforced soil structures - Cellular retaining walls reinforced by geosynthetics:behaviour and design - The results of pull out tests caried out in PFA on a reinforced and unreinforced soil walls - In-situ techniques of reinforced soil - Design and field test on reinforced cut slope - Reinforcing a sand slope surrorting a footing using steel bars - Discussion of papers in session 4 - Effect of reinforcement in embankment - Session Summary |
Saturs
SOA Theory and design related to the performance of reinforced soil structures | 1 |
P11 A study of the influence of soil on the reinforcement load in polymer grid | 21 |
P14 Reinforced soil wall deformations by finite element method SOON HOE CHEW | 35 |
P17 Behaviour of reinforced soil walls at limit state M JABER and J K MITCHELL | 53 |
P110 Instrumentation for a 12 6 m high geotextilereinforced wall B R CHRISTOPHER | 73 |
T12 Early performance of a Reinforced Earth bridge abutment C McCAUL | 87 |
D1 Discussion of papers in session 1 | 95 |
SOA Construction influences on the performance of reinforced soil structures | 97 |
D3 Discussion of papers in session 3 | 283 |
GP Modelling and laboratory testing of soil and material properties for reinforced soil | 299 |
P42 The resistance of Reinforced Earth to impact loadings M J ALMOSAWE | 309 |
P43 A simple thinlayer element to model soilgeotextile interaction E HANDEL | 317 |
P44 Reinforcing a sand slope surrorting a footing using steel bars C HUANG | 323 |
P45 An examination of methods of analysis and prediction of performance | 329 |
construction by a 3D finite element method | 335 |
p47 Full scale test of a geotextile reinforced soil wall B R THAMM B KRIEGER | 341 |
GP Construction influences on the performance of reinforced soil structures | 117 |
P22 Design and construction of an anchored earth wall at Annan K C BRADY | 127 |
P23 The development of terratrel for the construction of steep slopes R J H SMITH | 135 |
P24 Reinforcing steep clay slopes with a nonwoven geotextile F TATSUOKA | 141 |
P25 Reinforced Earth marine wall experience in Canada and United Kingdom | 147 |
P26 Application of ground reinforcement to strengthen embankments of operating | 155 |
P28 Behaviour design and construction of the Terramesh Wall SC R LO | 163 |
P29 Field behaviour of a Reinforced Earth wall in Malaysian conditions F HAJIALI | 169 |
T21 Design construction and performance of a Reinforced Earth wall | 175 |
T22 Application of reinforced soil structure in China CHEN YE | 177 |
D2 Discussion of papers in session 2 | 183 |
GP Soil nailing R A JEWELL | 197 |
P32 Behaviour and working stress design of soil nailed retaining structures | 207 |
P33 Soilreinforcement with steel bars on a cut slope M KAKURAI and J HORI | 213 |
Clouterre C PLUMELLE | 219 |
P35 An experimental study on a method which employs short steel bars and largesized | 225 |
P36 Modification of soil nailed wall deflections S J WOODWARD | 231 |
P38 Improvement of marginally stable existing slopes by soil nailing in Hong Kong | 241 |
P39 The analysis and design of soil nails R J BRIDLE and B I G BARR | 249 |
P310 Soil nailing and Reinforced Earth M J BASTICK | 255 |
P311 The response of nailed walls to the elimination of suction in clay | 261 |
SS3 Insitu techniques for reinforced soil C P D JONES | 277 |
P48 Observation of soil reinforcement interaction by xray radiography | 347 |
P49 Investigation into geogrid pullout mechanisms R R BERG and R H SWAN | 353 |
P410 Influence of lateral boundary movements on earth pressure K Z ANDRAWES | 359 |
P411 Model tests of reinforced soil in conjunction with flexible culverts | 365 |
T41 The failure mode of tensar high density polyethylene geogrids | 371 |
T44 Identification of a dynamic interlock mechanism A McGOWN K C YEO | 377 |
ᎠᏎ Discussion of papers in session 4 | 387 |
GP Design construction and performance of reinforced soil structures over soft | 403 |
T52 Sand reinforced with plastic fibres A field experiment E LINDH and L ERIKSSON 471 | 406 |
P51 Predictions of the behaviour of a reinforced embankment on soft ground | 409 |
P52 The use of gabionmattress in reinforcing embankment on soft clay | 415 |
P53 Predicting the permanent deformation of reinforced flexible pavements subject | 421 |
P54 Foundation options for Reinforced Earth on poor ground R J H SMITH | 427 |
P55 Effect of reinforcement in embankment YIN ZONG ZE | 434 |
P57 Embankment construction problems over deep variable soft deposits using | 443 |
P58 Design and behaviour of Reinforced Earth soil structures on soft foundations | 449 |
a finite element | 455 |
P510 Model and analytical comparisons of the behaviour of reinforced embankments | 461 |
T51 Model tests on temporary road behaviour J ALENOWICZ and E DEMBICKI | 469 |
SS5 Session summary A MUNGALL | 479 |
Citi izdevumi - Skatīt visu
Performance of Reinforced Soil Structures: Proceedings of the International ... British Geotechnical Society Priekšskatījums nav pieejams - 1991 |
Bieži izmantoti vārdi un frāzes
abutment analysis anchors angle applied axial backfill base behaviour clay coefficient compaction compression concrete construction deformation depth design methods developed displacement distribution earth pressure effect Engineering equilibrium excavation facing panels factor of safety fill finite element finite element analysis finite element method foundation soils friction Gabion geocell geogrid geosynthetic Geotechnical Geotechnical Engineering geotextile reinforced granular grid grout height horizontal increase interface International kN/m kN/m² limit load maximum measured mechanism mesh metres model tests modulus movement paper parameters piles plane strain plastic polymer pore water pressure predicted Proc pull-out tests Reinforced Earth structures reinforced embankment reinforced soil structures reinforced soil walls reinforcement layers reinforcing elements resistance retaining walls sand settlement shear strength shear stress shotcrete shown in Fig slip surface soft soil nailing soil reinforcement stability steel bars stiffness strain strain gauges surcharge technique Tensar tensile force tension undrained unreinforced vertical wall face zone