標題: Titlebook: Geotechnical Design and Practice; Selected Topics K. Ilamparuthi,R. G. Robinson Book 2019 Springer Nature Singapore Pte Ltd. 2019 soil beha [打印本頁] 作者: 小缺點 時間: 2025-3-21 16:06
書目名稱Geotechnical Design and Practice影響因子(影響力)
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書目名稱Geotechnical Design and Practice網(wǎng)絡公開度學科排名
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書目名稱Geotechnical Design and Practice被引頻次學科排名
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書目名稱Geotechnical Design and Practice年度引用學科排名
書目名稱Geotechnical Design and Practice讀者反饋
書目名稱Geotechnical Design and Practice讀者反饋學科排名
作者: idiopathic 時間: 2025-3-21 21:40 作者: 權(quán)宜之計 時間: 2025-3-22 02:00
,Stress State Variables for Unsaturated Soils—Consensus and Controversy,variables are needed to fully describe the full range of constitutive behaviour of unsaturated soils and that matric suction be replaced with a suction stress. These are interesting developments that should be explored in future study and research.作者: 圓錐體 時間: 2025-3-22 07:53
Addressing Transportation Geotechnics Challenges Using Mechanics of Unsaturated Soils,. The proposed integrated approaches provide reliable predictions of the SWCC and the . using limited experimental data that can be determined from conventional geotechnical tests, and can be used in the rational pavement design practice.作者: Figate 時間: 2025-3-22 10:16
Dynamic SSI of Monopile-Supported Offshore Wind Turbines,ent test of soil to study the cyclic behaviour of soil in terms of change of shear modulus change and accumulation of strain. Typical silica sand (RedHill 110) was investigated by a series of cyclic simple shear tests. The effects of application of 50,000?cycles of shear loading having different she作者: 陰謀小團體 時間: 2025-3-22 15:31
,Multiple-Driven Fibre-Reinforced Columnar Intrusions for Vertical Drains—A Case Study, both the approach embankments in the form of large settlements and movements of the embankment. The causes of failure and proposed rehabilitation work for the embankment is discussed in this paper briefly. Multiple-driven Fibre-reinforced Columnar Intrusion techniques (Patent pending), which has be作者: 陰謀小團體 時間: 2025-3-22 21:02 作者: 漫不經(jīng)心 時間: 2025-3-22 23:02
Landslides in Nilgiris: Causal Factors and Remedial Measures,r most of the landslides in Nilgiris during heavy rainfall. The study also suggest, though the retaining walls are commonly adopted as remedial measures, cost effective subsurface drainage systems together with slope reinforcement might be effective solution to control the landslides in many locatio作者: Myofibrils 時間: 2025-3-23 04:16 作者: Decibel 時間: 2025-3-23 05:53
Characterisation of Vesicular Basalts of Mumbai Using Piezoceramic Bender Elements,of primary wave velocity. The study of wave propagation through jointed rock was investigated in the second part of the study since it bears importance in the engineering field. In these tests, selected rock cores were sliced to produce joint at five different angles. Kaolin slurry was used as equiv作者: Crohns-disease 時間: 2025-3-23 13:14 作者: epicardium 時間: 2025-3-23 17:30
2364-5156 dresses and invited talks presented at the Indian Geotechnical Conference 2016, this book will prove a valuable resource for practicing engineers and researchers in the field of geotechnical engineering..978-981-13-4435-0978-981-13-0505-4Series ISSN 2364-5156 Series E-ISSN 2364-5164 作者: detach 時間: 2025-3-23 20:12 作者: 緊張過度 時間: 2025-3-24 01:26
Anwendung des Instrumentariums, higher. This implies that the non-uniform stress distribution can aggravate the effect of material spatial variability, and vice versa. An issue which is still receiving on-going attention is the interaction between material model and spatial variability. Results to-date indicate that the Mohr–Coul作者: cancer 時間: 2025-3-24 06:17
G. Wiebel,A. Konermann,A. Ottenheymvariables are needed to fully describe the full range of constitutive behaviour of unsaturated soils and that matric suction be replaced with a suction stress. These are interesting developments that should be explored in future study and research.作者: 擴張 時間: 2025-3-24 07:53 作者: NIB 時間: 2025-3-24 13:55 作者: Biomarker 時間: 2025-3-24 16:20
https://doi.org/10.1007/978-3-642-47897-0 both the approach embankments in the form of large settlements and movements of the embankment. The causes of failure and proposed rehabilitation work for the embankment is discussed in this paper briefly. Multiple-driven Fibre-reinforced Columnar Intrusion techniques (Patent pending), which has be作者: Repetitions 時間: 2025-3-24 20:07
https://doi.org/10.1007/978-3-8349-6800-5verifies the durability of the mixes by subjecting the specimens to aggressive wet-dry cycles to quantify the weight loss. The permanency of the stabilizer/activator is also verified through leachate studies. The comprehensive experimental test results indicated that the RAP:VA mixes are durable and作者: maculated 時間: 2025-3-25 03:05 作者: adulterant 時間: 2025-3-25 04:31
Einleitung und Problemstellung,ired for reliable monitoring. The advancements in the spatial and temporal resolution of satellite-based remote sensing using Synthetic Aperture Radar (SAR) and optical provide a new paradigm for geotechnical performance monitoring in highly variable geologic conditions. Also, manned and unmanned ae作者: 肉體 時間: 2025-3-25 10:42
https://doi.org/10.1007/978-3-663-02404-0of primary wave velocity. The study of wave propagation through jointed rock was investigated in the second part of the study since it bears importance in the engineering field. In these tests, selected rock cores were sliced to produce joint at five different angles. Kaolin slurry was used as equiv作者: MEET 時間: 2025-3-25 14:47 作者: 光明正大 時間: 2025-3-25 18:26
978-981-13-4435-0Springer Nature Singapore Pte Ltd. 2019作者: abduction 時間: 2025-3-25 20:38 作者: ineluctable 時間: 2025-3-26 03:24 作者: 移動 時間: 2025-3-26 07:40 作者: EVEN 時間: 2025-3-26 10:23 作者: Ambiguous 時間: 2025-3-26 15:44 作者: LAITY 時間: 2025-3-26 17:52 作者: deriver 時間: 2025-3-26 23:10 作者: 搜集 時間: 2025-3-27 03:42
G. Wiebel,A. Konermann,A. Ottenheymesponse to establish the new equilibrium state. Hence, stress state variables are the building blocks of a constitutive relation. In the development of unsaturated soil mechanics, major advances were made possible through the correct identification of the stress state variables. In this paper, the c作者: nascent 時間: 2025-3-27 07:08
https://doi.org/10.1007/978-3-322-88543-2ntenance of the pavements, which form a critical component of the transportation systems, should address the geotechnics challenges that arise from the influence of external environment, which include the seasonal drying–wetting and freeze–thaw cycles. Environmental factors influence on the pavement作者: 楓樹 時間: 2025-3-27 11:20
https://doi.org/10.1007/978-3-662-07048-2isturbance. Therefore, their characterization is a daunting task. In geotechnical community there is a wide spread agreement that, in particular, a proper strength characterization of sensitive soft clay is essential for safer and economical execution of constructions in or on sensitive soft clay de作者: 流出 時間: 2025-3-27 14:22
Hans Stüdemann,Rolf Both,Ernst Lauterjung the natural frequency of these structures are very close (15–20%) to the forcing frequency acting on them. The foundations for OWT are subjected to a combination of millions of cycles of cyclic and dynamic loading arising from wind, wave, 1P (rotor frequency) and 2P/3P (blade passing frequency) loa作者: 歸功于 時間: 2025-3-27 20:26
https://doi.org/10.1007/978-3-642-47897-0lity, bearing capacity failure or excessive settlement could occur either during or after the construction phase due to low shear strength and high compressibility of this soil. Kerala PWD Roads Division was constructing a road from Nattakom to Thiruvathukkal in Kottayam District. The alignment of t作者: Conquest 時間: 2025-3-28 01:00 作者: Eructation 時間: 2025-3-28 03:49
https://doi.org/10.1007/978-3-662-07051-2gh as 1,200 and 60%, respectively. The design of deep excavation involving peaty soil layer can be very challenging as it is known that peaty soil can exhibit greater permeability in the horizontal direction than the vertical direction, hence the term anisotropy in permeability. If somehow ground wa作者: 緩和 時間: 2025-3-28 07:36
Walter Eversheim,Gerd Hemgesbergrmance of these important public infrastructure facilities must be ensured. Seismic analysis of reinforced soil walls is an active research area for the geotechnical community which aids in effective design to ascertain efficient seismic performance. The seismic performance of reinforced soil walls 作者: Indurate 時間: 2025-3-28 12:26
Ergonomische Arbeitsgestaltung, and construction. This paper discusses the influence of mix proportions, curing time and sand impurities on the strength development of cement-treated clayey soils. A predictive strength model is developed to facilitate estimates of strength of these treated soils. This permits optimisation of ceme作者: 通便 時間: 2025-3-28 16:44
https://doi.org/10.1007/978-3-322-88603-3n India. Rainfall is the major triggering factor for landslides in Nilgiris, whereas some of the Himalayan regions experienced landslides due to combination of rainfall and earthquake. Though the rainfall is a major triggering factor, some of the other causative factors are also responsible for trig作者: Enzyme 時間: 2025-3-28 19:24
Einleitung und Problemstellung,ring properties cannot be assigned. Therefore, performance monitoring during and after construction is critical to evaluate the design judgments and, if necessary, update them. Moreover, the urbanization has led to the development of areas that were previously considered geologically unstable, and t作者: 教育學 時間: 2025-3-28 23:49
https://doi.org/10.1007/978-3-663-02404-0trasonic pulse velocity tester. Tests on shear were measurement, however, were not simple. It is well accepted that the production of pure shear waves in rock is difficult because of which suitable assumptions were made in the testing. Since bender elements have traditionally been used in soft mater作者: 歌曲 時間: 2025-3-29 06:52 作者: 鍍金 時間: 2025-3-29 09:15 作者: MIME 時間: 2025-3-29 11:29 作者: 充滿人 時間: 2025-3-29 17:57
Quality Assurance Studies for Ground Improvement Projects,ring. These studies are of paramount importance in geotechnical engineering projects as they not only enhance the overall quality of the project but also ensure that the project is being constructed as per standards. In this research paper, QA/QC studies that were performed on two different ground i作者: 流動才波動 時間: 2025-3-29 23:12
,Liquefaction Screening—Non-plastic Silty Sands and Sands,d grains in non-plastic silty soils alter the intergrain contact density and affect cyclic resistance, flow and consolidation characteristics, and cone resistance of the soil. Intergranular void ratio concept is briefly summarized. Based on this concept, the effects of silt content on intergrain con作者: 農(nóng)學 時間: 2025-3-30 03:40 作者: 凈禮 時間: 2025-3-30 04:54
Modern Geotechnical Practices,ew priorities have emerged. It is now important to ensure the health and safety of site personnel and to minimise environmental impact. This paper presents examples of modern geotechnical practice from across the world. It presents geotechnical design using practical empirical methods and more advan作者: maudtin 時間: 2025-3-30 11:55
A Design Framework for Spatial Variability in Cement-Treated Soft Clay in Deep Excavations and Undeusing deterministic and random finite element analyses, calibrated and validated using centrifuge model test data. An approach to estimating a ‘design strength’ of an equivalent homogeneous material is proposed, based on the notion of reducing the mean strength of the spatially variable soil domain 作者: omnibus 時間: 2025-3-30 15:53 作者: 先驅(qū) 時間: 2025-3-30 18:39 作者: Interdict 時間: 2025-3-30 21:30
Addressing Transportation Geotechnics Challenges Using Mechanics of Unsaturated Soils,ntenance of the pavements, which form a critical component of the transportation systems, should address the geotechnics challenges that arise from the influence of external environment, which include the seasonal drying–wetting and freeze–thaw cycles. Environmental factors influence on the pavement作者: 門閂 時間: 2025-3-31 04:08
Characterization of Sensitive Soft Clays for Design Purposes,isturbance. Therefore, their characterization is a daunting task. In geotechnical community there is a wide spread agreement that, in particular, a proper strength characterization of sensitive soft clay is essential for safer and economical execution of constructions in or on sensitive soft clay de作者: 冷淡一切 時間: 2025-3-31 05:38 作者: 等待 時間: 2025-3-31 11:33 作者: DEAWL 時間: 2025-3-31 14:22 作者: 官僚統(tǒng)治 時間: 2025-3-31 17:51
Impact of Anisotropy in Permeability of Peaty Soil on Deep Excavation,gh as 1,200 and 60%, respectively. The design of deep excavation involving peaty soil layer can be very challenging as it is known that peaty soil can exhibit greater permeability in the horizontal direction than the vertical direction, hence the term anisotropy in permeability. If somehow ground wa作者: 惰性氣體 時間: 2025-3-31 22:47
Seismic Analysis of Reinforced Soil Retaining Walls,rmance of these important public infrastructure facilities must be ensured. Seismic analysis of reinforced soil walls is an active research area for the geotechnical community which aids in effective design to ascertain efficient seismic performance. The seismic performance of reinforced soil walls 作者: STANT 時間: 2025-4-1 04:38
Tailoring the Properties of Cement-Treated Clayey Soils, and construction. This paper discusses the influence of mix proportions, curing time and sand impurities on the strength development of cement-treated clayey soils. A predictive strength model is developed to facilitate estimates of strength of these treated soils. This permits optimisation of ceme作者: modest 時間: 2025-4-1 08:03 作者: Arb853 時間: 2025-4-1 14:02
