標(biāo)題: Titlebook: Dynamics of Soil and Modelling of Geotechnical Problems; Proceedings of India C. N. V. Satyanarayana Reddy,A. Murali Krishna,Nee Conference [打印本頁(yè)] 作者: JAR 時(shí)間: 2025-3-21 16:57
書(shū)目名稱(chēng)Dynamics of Soil and Modelling of Geotechnical Problems影響因子(影響力)
書(shū)目名稱(chēng)Dynamics of Soil and Modelling of Geotechnical Problems影響因子(影響力)學(xué)科排名
書(shū)目名稱(chēng)Dynamics of Soil and Modelling of Geotechnical Problems網(wǎng)絡(luò)公開(kāi)度
書(shū)目名稱(chēng)Dynamics of Soil and Modelling of Geotechnical Problems網(wǎng)絡(luò)公開(kāi)度學(xué)科排名
書(shū)目名稱(chēng)Dynamics of Soil and Modelling of Geotechnical Problems被引頻次
書(shū)目名稱(chēng)Dynamics of Soil and Modelling of Geotechnical Problems被引頻次學(xué)科排名
書(shū)目名稱(chēng)Dynamics of Soil and Modelling of Geotechnical Problems年度引用
書(shū)目名稱(chēng)Dynamics of Soil and Modelling of Geotechnical Problems年度引用學(xué)科排名
書(shū)目名稱(chēng)Dynamics of Soil and Modelling of Geotechnical Problems讀者反饋
書(shū)目名稱(chēng)Dynamics of Soil and Modelling of Geotechnical Problems讀者反饋學(xué)科排名
作者: 甜得發(fā)膩 時(shí)間: 2025-3-21 23:15 作者: 課程 時(shí)間: 2025-3-22 02:51
Development of Equivalent Lattice Beam Model for Support System in Tunnels and Caverns Using FEM Ann, and freedom of structural shape in lattice structures offer many advantages to the creative designer. Although lattice girder truss elements can model such structures in any finite element package, an equivalent continuum approach is beneficial as in the input of the geometry is much simpler, the作者: 耕種 時(shí)間: 2025-3-22 07:29
Earth Pressures of Soils Partially Replaced with Building Derived Materials for Narrow Backfill Conn hilly terrains. Conventional earth pressure theories such as Coulomb or Rankine’s theory assume that the backfill is sufficiently wide to allow full development of the failure plane. These theories tend to over-estimate the lateral earth pressures for narrow backfills. In the present study, a labo作者: BIBLE 時(shí)間: 2025-3-22 11:48 作者: Scintigraphy 時(shí)間: 2025-3-22 14:46
Prediction of Ultimate Bearing Capacity of Eccentrically Inclined Loaded Strip Footing Resting Overore time and money, computer science has developed a “Neural network technique” which is a mimic of the biological neural network like ANN, GRNN, PNN, etc., to attain results in less time with more accuracy. In this study, the ultimate bearing capacity of eccentrically inclined loaded strip footing 作者: Scintigraphy 時(shí)間: 2025-3-22 17:53 作者: Peak-Bone-Mass 時(shí)間: 2025-3-23 00:26 作者: STERN 時(shí)間: 2025-3-23 02:48
Numerical Simulation of Field Vane Shear Test Using Finite Element Method,eld vane shear test. However, despite its common usage, the interpretation of the vane test has been quite often a controversial issue. Thus, this paper aims to analyze the effects of vane blade thickness and the conventional interpretation of determining shear strength from the vane shear test usin作者: 做作 時(shí)間: 2025-3-23 06:35 作者: cluster 時(shí)間: 2025-3-23 13:21 作者: 過(guò)時(shí) 時(shí)間: 2025-3-23 15:21
Numerical Analysis of Bearing Capacity and Settlement Reduction of Bamboo Reinforced Sand Beds, materials has been prevalent and trending. Bamboo is one of the most effective naturally available materials for soil reinforcement due to its excellent mechanical and engineering properties. Numerical modelling techniques are often used in geotechnical engineering to deal with problems involving c作者: wall-stress 時(shí)間: 2025-3-23 18:30
Reliability Analysis of Settlement of a Foundation Resting Over a Circular Void,extreme damage to the structure. The factors affecting the bearing capacity and settlement of foundation are soil properties, operational conditions, void size, location of the void, number of voids and depth of foundation. Any subsurface development will create ground vibrations that subsequent in-作者: 幾何學(xué)家 時(shí)間: 2025-3-23 23:18 作者: 直覺(jué)沒(méi)有 時(shí)間: 2025-3-24 04:28
Parametric Study of Stone Column Using PLAXIS 2D,ethods that is used to increase the strength of soil and decrease the settlement of soil. The key objective of this paper is to study the influence of key parameters on the settlement and loading behaviour of a column. In this study, a series of numerical analyses have been performed by using PLAXIS作者: Femine 時(shí)間: 2025-3-24 08:13
Time-Dependent Response of Soft Soil Under Tilted Storage Tanks,y of adequate soil data or inappropriate design considerations. In the case of a tilted structure founded on soil strata consisting of a soft soil layer, it is important to take timely remedial measures. Therefore, it is required to analyze the changes in the response to soft soil with time in such 作者: FACET 時(shí)間: 2025-3-24 14:30
Effect of Seepage Barrier in Steady Seepage Below Earthen Dam by Centrifuge Modeling,echnical centrifuge. The approaches of centrifuge modeling have facilitated the evaluation of seepage and deformation in the embankments and are also considered a powerful tool to examine the failure mechanisms. In this context, a model dam, made of clayey soil based on cross-sections of an earthen 作者: 歌曲 時(shí)間: 2025-3-24 17:52
,Analysis of 3D Consolidation Settlement of C-? Soil Using PLAXIS 3D Under Different Drainage Condit(FEM) based “PLAXIS 3D Foundation” program. An axial-symmetry condition has been used in this analysis to imitate the in-situ field conditions. Maintaining proper drainage conditions during the analysis of the consolidation settlement of soil is crucial. Drainage condition has an immense effect on t作者: Observe 時(shí)間: 2025-3-24 20:05
Studies on Centrifuge Modelling of Rainfall-Induced Landslides,slopes constructed with locally available soil subjected to rainfall through a series of centrifuge model tests. A custom-designed simulator was used for inducing rainfall at high gravities using the 4.5?m radius large-beam centrifuge facility at IIT Bombay, INDIA, at 30 gravities. Three typical rai作者: altruism 時(shí)間: 2025-3-24 23:51 作者: 袖章 時(shí)間: 2025-3-25 04:52
978-981-16-5607-1The Editor(s) (if applicable) and The Author(s), under exclusive license to Springer Nature Singapor作者: mercenary 時(shí)間: 2025-3-25 10:12 作者: inflame 時(shí)間: 2025-3-25 15:31
Lecture Notes in Civil Engineeringhttp://image.papertrans.cn/e/image/284178.jpg作者: Blood-Clot 時(shí)間: 2025-3-25 16:09 作者: 放大 時(shí)間: 2025-3-25 22:56
The Monopoly of the Two Major Partiesres when they are resting on sloping ground, the conventional analysis of laterally loaded piles proves to be ineffective in estimating the behavior of the piles accurately. The current study deals with finite element analysis of single pile and pile groups in sloping ground subjected to lateral loa作者: fender 時(shí)間: 2025-3-26 02:27 作者: flavonoids 時(shí)間: 2025-3-26 08:08
https://doi.org/10.1007/978-1-349-03106-1n hilly terrains. Conventional earth pressure theories such as Coulomb or Rankine’s theory assume that the backfill is sufficiently wide to allow full development of the failure plane. These theories tend to over-estimate the lateral earth pressures for narrow backfills. In the present study, a labo作者: 相符 時(shí)間: 2025-3-26 12:16
Turning eccentrics. (Figure 5.1)s and density of geofoam for different heights of wall and backfill conditions. In case of walls to be designed for at-rest conditions, for locations such as abutment of bridges, culverts, box culverts and basement walls, implementing the controlled yielding technique could substantially minimize la作者: 打擊 時(shí)間: 2025-3-26 13:58 作者: observatory 時(shí)間: 2025-3-26 17:06
https://doi.org/10.1007/978-1-349-03128-3 of the structure. Hence, providing the same parameter of pile for that structure becomes uneconomical. The present work tries to study the effect of the piled raft with varying pile length and varying pile diameter considering two different types of loading relating to shallow portion and tower are作者: filicide 時(shí)間: 2025-3-26 21:22
https://doi.org/10.1007/978-1-349-03128-3g walls and foundations. The most common and economical types of EPC are sensors which quantify the deflection of sensing diaphragms by means of strain gauges or hydraulic type connected to vibrating wire transducers. The present paper covers the literature related to various types of earth pressure作者: 擴(kuò)張 時(shí)間: 2025-3-27 02:48
https://doi.org/10.1007/978-1-349-03128-3eld vane shear test. However, despite its common usage, the interpretation of the vane test has been quite often a controversial issue. Thus, this paper aims to analyze the effects of vane blade thickness and the conventional interpretation of determining shear strength from the vane shear test usin作者: catagen 時(shí)間: 2025-3-27 08:25
https://doi.org/10.1007/978-1-349-03394-2of dam. Direction of flow lines in flow direction or in reverse direction of flow in core may destabilize the factor of safety of dam. An analytical study has been undertaken to evaluate and compare the variation in the flownet under Steady-State Seepage and Rapid Draw-Down in the core of a dam on a作者: acetylcholine 時(shí)間: 2025-3-27 12:09 作者: Parley 時(shí)間: 2025-3-27 17:03 作者: Palate 時(shí)間: 2025-3-27 21:11 作者: 職業(yè) 時(shí)間: 2025-3-27 22:06 作者: Preserve 時(shí)間: 2025-3-28 06:07
Birth Control: A Woman’s Right to Choose?ethods that is used to increase the strength of soil and decrease the settlement of soil. The key objective of this paper is to study the influence of key parameters on the settlement and loading behaviour of a column. In this study, a series of numerical analyses have been performed by using PLAXIS作者: Ballerina 時(shí)間: 2025-3-28 08:39 作者: 燦爛 時(shí)間: 2025-3-28 11:26
Birth Control: A Woman’s Right to Choose?echnical centrifuge. The approaches of centrifuge modeling have facilitated the evaluation of seepage and deformation in the embankments and are also considered a powerful tool to examine the failure mechanisms. In this context, a model dam, made of clayey soil based on cross-sections of an earthen 作者: 獸皮 時(shí)間: 2025-3-28 17:15 作者: paroxysm 時(shí)間: 2025-3-28 21:04
https://doi.org/10.1007/978-1-349-04567-9slopes constructed with locally available soil subjected to rainfall through a series of centrifuge model tests. A custom-designed simulator was used for inducing rainfall at high gravities using the 4.5?m radius large-beam centrifuge facility at IIT Bombay, INDIA, at 30 gravities. Three typical rai作者: enlist 時(shí)間: 2025-3-28 23:22
Dynamics of Soil and Modelling of Geotechnical Problems978-981-16-5605-7Series ISSN 2366-2557 Series E-ISSN 2366-2565 作者: Salivary-Gland 時(shí)間: 2025-3-29 03:50 作者: 編輯才信任 時(shí)間: 2025-3-29 08:33 作者: 健忘癥 時(shí)間: 2025-3-29 13:40 作者: Chagrin 時(shí)間: 2025-3-29 18:56 作者: 輕浮思想 時(shí)間: 2025-3-29 20:55
Numerical Analysis of Laterally Loaded Pile Near Sloping Ground,und to be in good agreement. It is observed that, with an increase in slope from horizontal to 1?V:5H, the pile head deflection decreased. The effect of slope on pile capacity, the behavior of lateral deflections of single and group of piles, and their efficiencies are also studied.作者: micronized 時(shí)間: 2025-3-30 01:02 作者: Subjugate 時(shí)間: 2025-3-30 05:45
Development of Calibration Methodology for Earth Pressure Cells for Installation on Full Scale Reta cells and factors affecting their response. Calibration of EPCs is very important prior to its application, and thus, available calibration methods are discussed. The developments done in the area of EPCs are also covered, and recommendations are suggested for better utilization of EPC to obtain reliable measurements.作者: bioavailability 時(shí)間: 2025-3-30 09:53 作者: 不足的東西 時(shí)間: 2025-3-30 15:52 作者: 上下倒置 時(shí)間: 2025-3-30 18:18
Conference proceedings 2022elling of Geotechnical Problems. The book is useful for the academicians and working professionals with coverage of both theoretical and practical aspects of Dynamics of Soil and Modelling studies on Geotechnical problems based on research findings and site specific inputs. The book serves as a usef作者: burnish 時(shí)間: 2025-3-30 22:34
University Vacations—Vacances Universitairesare. Bamboo mats with a rectangular pattern with a thickness of 0.5?mm were used. Improvement in bearing capacity and reduction in the settlement were analysed using the software, and it was observed that the bearing strength of sand beds increased as the number of reinforcing layers increased.作者: Arthritis 時(shí)間: 2025-3-31 02:40 作者: muscle-fibers 時(shí)間: 2025-3-31 07:05
Dynamics of Soil and Modelling of Geotechnical ProblemsProceedings of India作者: placebo-effect 時(shí)間: 2025-3-31 09:10
Forensic Analysis of Retaining Wall Failure,nt calculations of the wall which showed distress in the form of translation and vertical settlements are presented. Further, back analysis of gravity retaining wall is performed using conventional methods and FEM software PLAXIS 3D. Back analysis of failure showed that the mechanism of failure is p作者: malign 時(shí)間: 2025-3-31 14:10
Development of Equivalent Lattice Beam Model for Support System in Tunnels and Caverns Using FEM Anmployed in tunnels and caverns. The equivalent stiffness of lattice beam rectangular in shape was determined by four continuum modeling techniques, namely, an equivalent moment of area based on simply supported condition or fixed end condition, method of parallel axis theorem, Burgardt and Cartraud’作者: 流浪者 時(shí)間: 2025-3-31 19:06
Earth Pressures of Soils Partially Replaced with Building Derived Materials for Narrow Backfill Conhe failure surfaces are limited by the width of narrow backfills. Large scale tests are generally expensive and needs added labor cost that makes it difficult to carry out a wide range of parametric studies. In this regard, numerical analysis serves as a cost-effective measure that helps in better u作者: hurricane 時(shí)間: 2025-3-31 23:08 作者: Tracheotomy 時(shí)間: 2025-4-1 04:37 作者: Heresy 時(shí)間: 2025-4-1 07:26
