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標題: Titlebook: Advances in Rockfill Structures; E. Maranha Neves Book 1991 Springer Science+Business Media Dordrecht 1991 Fundament.concrete.finite eleme [打印本頁]

作者: bile-acids    時間: 2025-3-21 17:29
書目名稱Advances in Rockfill Structures影響因子(影響力)




書目名稱Advances in Rockfill Structures影響因子(影響力)學科排名




書目名稱Advances in Rockfill Structures網絡公開度




書目名稱Advances in Rockfill Structures網絡公開度學科排名




書目名稱Advances in Rockfill Structures被引頻次




書目名稱Advances in Rockfill Structures被引頻次學科排名




書目名稱Advances in Rockfill Structures年度引用




書目名稱Advances in Rockfill Structures年度引用學科排名




書目名稱Advances in Rockfill Structures讀者反饋




書目名稱Advances in Rockfill Structures讀者反饋學科排名





作者: forthy    時間: 2025-3-21 20:26
Laboratory Compression Tests and the Deformation of Rockfill Structures,ls mainly with experience within the United Kingdom and, in particular, with field and laboratory measurements associated with embankment dams and opencast mining backfills made by the Building Research Establishment (BRE) during the last 20 years.
作者: ascetic    時間: 2025-3-22 03:53

作者: Pathogen    時間: 2025-3-22 07:54

作者: carotenoids    時間: 2025-3-22 09:17
Concrete Face Rockfill Dams, rock blasting works led oftenly to the construction of timber face rockfill dams, to store water for the sluicing operations.Reinforced concrete slabs replaced timber as the impervious element for higher and permanent dams in irrigation and power projects, and the concrete face rockfill dam (CFRD),
作者: cavity    時間: 2025-3-22 16:23

作者: 群居動物    時間: 2025-3-22 17:32

作者: 態(tài)學    時間: 2025-3-22 21:53

作者: 反饋    時間: 2025-3-23 01:26

作者: eulogize    時間: 2025-3-23 07:44

作者: 國家明智    時間: 2025-3-23 12:26
Book 1991n 314 11. 3. Finite element considerations 314 12. COLLAPSE SETTLEMENT 314 xili 12. 1. Nobari and Duncan‘s method 317 12. 2. Generalisation of Nobari and Duncan‘s method 319 12. 3. One-dimensional example 320 323 13. APPLICATIONS 13. 1. carsington dam 323 13. 2. Beliche dam 325 13. 3. Monasavu dam 3
作者: 樂意    時間: 2025-3-23 15:41

作者: extrovert    時間: 2025-3-23 19:43

作者: Blood-Clot    時間: 2025-3-24 01:45

作者: ADAGE    時間: 2025-3-24 03:08
Dynamic Behaviour of Rockfill Dam, failure induced by seismic ground motion.The loss of freeboard due to compaction of dam materials and consolidation of the foundation were also major causes of the overtopping of dams. The possible ways in which an earthquake may cause the failure of an earth dam proposed by H.B.Seed are as listed in Table 1.
作者: infelicitous    時間: 2025-3-24 10:06
Book 1991NT METHODS FOR FILLS AND EMBANKMENT DAMS D. J. NAYLOR 1. INTRODUCTION 291 2. NUMBER OF LAYERS - ACTUAL AND ANALYTICAL 292 3. DEFORMATION IN A RISING FILL 292 4. BASIC FINITE ELEMENT PROCEDURE 292 5. INTERPRETATION OF FINITE ELEMENT DIS- PLACEMENTS - 1D CASE 294 6. NEW LAYER STIFFNESS REDUCTION 296 7
作者: prediabetes    時間: 2025-3-24 12:06

作者: 輕信    時間: 2025-3-24 17:02
https://doi.org/10.1007/978-3-319-95162-1 soon became a recognized and respected dam type alternative. A strong and reliable structural body,free of uplift or internal pressure problems, an ideally located impervious plane at the upstream face, together with simple and straightforward construction procedures, were the main attributes of this new type of dam.
作者: entice    時間: 2025-3-24 22:17

作者: Trypsin    時間: 2025-3-25 02:19
,Stress — Strain Laws and Parameter Values,the critical state model to fills is that it was originally developed for laboratory re-constituted clays (i.e. depositied in water). Nonetheless, the formulation of the basic models is not affected by this distinction. Consequently much of the content of this chapter applies to insitu soils as well as to fills.
作者: 欲望小妹    時間: 2025-3-25 03:53
Concrete Face Rockfill Dams, soon became a recognized and respected dam type alternative. A strong and reliable structural body,free of uplift or internal pressure problems, an ideally located impervious plane at the upstream face, together with simple and straightforward construction procedures, were the main attributes of this new type of dam.
作者: 教唆    時間: 2025-3-25 08:20

作者: 寬敞    時間: 2025-3-25 14:45

作者: 極小    時間: 2025-3-25 16:56

作者: 不愿    時間: 2025-3-25 23:40
Lucia Della Spina,Francesco CalabròRockfill may be defined as a coarse-grained and free-draining material won by quarrying rock. Therefore its most obvious features are (or should be) the coarse,angular particles and the absence of pore-pressure.
作者: 漫步    時間: 2025-3-26 04:09
Monica Cazzolle,Paola Perchinunno,Vito RicciThe laboratory measurement of the shear strength of recompacted samples of rockfill is reviewed with emphasis on the influence of stress level on shear strength and its significance for the stability of rockfill slopes. Much of the chapter deals with laboratory and analytical work carried out at the Building Research Establishment (BRE).
作者: Nomadic    時間: 2025-3-26 05:01
Lecture Notes in Computer ScienceThe widespread construction of rockfill dams has its origin in the California gold rush. Owing to the availability of rock and knowledge of blasting, the miners of the California mountains used rockfill dams to store water for dry season sluicing of placer deposits.
作者: Stricture    時間: 2025-3-26 11:58

作者: Brochure    時間: 2025-3-26 13:07

作者: DRILL    時間: 2025-3-26 17:15

作者: 莊嚴    時間: 2025-3-26 22:22

作者: 引導    時間: 2025-3-27 04:56
Birol Ciloglugil,Mustafa Murat InceogluFor both technical and economic reasons,“natural” rockfills obtained from large rock quarries have been used for centuries to fight coastline erosion, to protect river banks and in building earth dams.
作者: MIR    時間: 2025-3-27 06:13
Rockfill Structures: The Present and the Future,From time immemorial man has used rockfill as a construction material for different structures. For better or for worse,empiricism always guided design and construction of those structures; in fact only in the 1950s did all phases of a construction projection begin to be approached in a rational way.
作者: 開花期女    時間: 2025-3-27 10:14

作者: 豪華    時間: 2025-3-27 15:47
Laboratory Shear Strength Tests and the Stability of Rockfill Slopes,The laboratory measurement of the shear strength of recompacted samples of rockfill is reviewed with emphasis on the influence of stress level on shear strength and its significance for the stability of rockfill slopes. Much of the chapter deals with laboratory and analytical work carried out at the Building Research Establishment (BRE).
作者: GOAD    時間: 2025-3-27 18:33

作者: PTCA635    時間: 2025-3-27 22:19
,Laboratory Testing and Quality Control of Rockfill — German Practice,When looking at the poster prepared for this NATO-ASI on “Rockfill Structures”, one might be tempted to assume that rockfills are granular masses of solid fragments of sound rock.
作者: MENT    時間: 2025-3-28 04:57

作者: Reservation    時間: 2025-3-28 10:04
Filters and Drains,Recently, ICOLD published a review of “Conventional Methods in Dam Construction” (ICOLD 1990). In the chapter devoted to filters and drains we find the following formulations: “...Granular filters are required to prevent the smaller size fractions from migrating from adjacent material...
作者: 健談    時間: 2025-3-28 11:41

作者: jagged    時間: 2025-3-28 16:03

作者: cognizant    時間: 2025-3-28 18:58

作者: Kidnap    時間: 2025-3-29 01:00
Monica Cazzolle,Paola Perchinunno,Vito Riccils mainly with experience within the United Kingdom and, in particular, with field and laboratory measurements associated with embankment dams and opencast mining backfills made by the Building Research Establishment (BRE) during the last 20 years.
作者: RACE    時間: 2025-3-29 06:44

作者: 吹牛者    時間: 2025-3-29 10:53

作者: 輕率看法    時間: 2025-3-29 11:53

作者: Ambulatory    時間: 2025-3-29 18:52

作者: 縱欲    時間: 2025-3-29 20:24

作者: debouch    時間: 2025-3-30 01:18
https://doi.org/10.1007/978-3-319-95162-1aluation should confirm the existence of adequate safety conditions or, if problems exist, detect and identify their causes, develop analysis or tests to study their incidence in dam safety and, if necessary to recommend operational restrictions, remedial repairs or both.
作者: Counteract    時間: 2025-3-30 04:33

作者: enumaerate    時間: 2025-3-30 09:07

作者: opalescence    時間: 2025-3-30 15:57
Advances in Rockfill Structures978-94-011-3206-0Series ISSN 0168-132X
作者: Console    時間: 2025-3-30 20:33
Influence of External Source on KPI Equationhly characteristic of rockfills and, therefore, makes them different from soil structures. In some specific aspects, it may even be feasible to predict that behaviour by resorting to simple tests performed directly on individual rock pieces.
作者: 暫時別動    時間: 2025-3-30 22:16
Monica Cazzolle,Paola Perchinunno,Vito Riccils mainly with experience within the United Kingdom and, in particular, with field and laboratory measurements associated with embankment dams and opencast mining backfills made by the Building Research Establishment (BRE) during the last 20 years.
作者: 得體    時間: 2025-3-31 04:44
Lucia Della Spina,Francesco Calabròockfill, because the large sizes of rock cannot be introduced in the laboratory moulds. Usually it is not allowable to employ sizes larger than one fifth the smaller inner dimension of the container (v. Salas and Justo, 1975).
作者: faction    時間: 2025-3-31 06:29

作者: SHRIK    時間: 2025-3-31 10:04
https://doi.org/10.1007/978-3-319-95162-1aluation should confirm the existence of adequate safety conditions or, if problems exist, detect and identify their causes, develop analysis or tests to study their incidence in dam safety and, if necessary to recommend operational restrictions, remedial repairs or both.
作者: Ovulation    時間: 2025-3-31 14:55

作者: 狂亂    時間: 2025-3-31 18:29
https://doi.org/10.1007/978-94-011-3206-0Fundament; concrete; finite element method; stability; stress; structures
作者: 偶然    時間: 2025-4-1 00:17
978-94-010-5414-0Springer Science+Business Media Dordrecht 1991
作者: FLIT    時間: 2025-4-1 02:25

作者: AXIS    時間: 2025-4-1 07:40
Laboratory Compression Tests and the Deformation of Rockfill Structures,ls mainly with experience within the United Kingdom and, in particular, with field and laboratory measurements associated with embankment dams and opencast mining backfills made by the Building Research Establishment (BRE) during the last 20 years.
作者: 單獨    時間: 2025-4-1 11:31

作者: 不法行為    時間: 2025-4-1 18:12

作者: Handedness    時間: 2025-4-1 19:21
Monitoring and Safety Evaluation of Rockfill Dams,aluation should confirm the existence of adequate safety conditions or, if problems exist, detect and identify their causes, develop analysis or tests to study their incidence in dam safety and, if necessary to recommend operational restrictions, remedial repairs or both.
作者: Crater    時間: 2025-4-1 22:39
Principles of Rockfill Hydraulics,single definition. It varies from author to author, varies according to the point of view and it has varied with technical evolution (meaning that today much smaller particles are considered as part of rockfill than was formerly the case).




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