作者: 勉強(qiáng) 時間: 2025-3-21 21:28 作者: Asparagus 時間: 2025-3-22 00:35
Influence of Configuration of Stone Columns on Combined Footings Resting on Reinforced Earth Bedsning differential equations have been derived and solution of these has been obtained with the help of appropriate boundary and continuity conditions. Finite difference method has been adopted for solving the model of footing-geosynthetic-reinforced granular fill-stone column reinforced soft soil sy作者: nuclear-tests 時間: 2025-3-22 06:58 作者: 設(shè)想 時間: 2025-3-22 10:33
Analysis of Laterally Loaded Fixed-Headed Single Pile in Multilayered Soil Using P-Y Approachucted. The analysis is carried out considering fixed-headed pile and floating tip at the base. Since soil response is complex idealized models are used for the analysis. Analysis based on generated nonlinear .-. curves representing the soil behavior using OASYS ALP v19.2 has been elucidated. Flexura作者: condescend 時間: 2025-3-22 13:35
Interference of Two Nearby Footings Resting on Clay Mediumin terms of non-dimensional efficiency factors defined as the ratio of settlement/bearing pressure of interfering footings to that of the isolated footing. It is found the interference affect the performance of isolated footing. The bearing pressure is found to decrease with decrease in clear spacin作者: condescend 時間: 2025-3-22 20:14 作者: FUSC 時間: 2025-3-22 22:11 作者: otic-capsule 時間: 2025-3-23 04:58
Analysis of Slope Stability of Fly Ash Stabilized Soil Sloperent slope height at constant slope angle under summer and rainy season. The analysis revealed that the slope with native soil was stable up to 12.0?m height under both summer and rainy season. With further increase in height, the slope becomes critically stable and failed under rainy season at 14.0作者: initiate 時間: 2025-3-23 08:37 作者: 拋射物 時間: 2025-3-23 10:51 作者: 怒目而視 時間: 2025-3-23 16:50
Stability Analysis of a Tailings Dam—A Comparative Studymplified, Janbu Modified, Spencer, Corps of Engineers-1, Corps of Engineers-2, Lowe Karafiath and Morgenstern-Price for both circular and non-circular failure surfaces. The results are presented in the form of normalised plots considering the following cases: (i) Stagewise (Without Tailings) (ii) St作者: 教育學(xué) 時間: 2025-3-23 20:35 作者: 落葉劑 時間: 2025-3-23 23:56
Bankwirtschaftliche Schriftenreihesettlement values. The stiffness of soil does not appear to be nonlinear with strain and stress level as observed based on the actual settlement values at different stress levels. Almost all the methods overestimated the footing settlements at lower as well as higher stress levels. Though semi-empir作者: implore 時間: 2025-3-24 05:15
https://doi.org/10.1007/978-3-531-20000-2 superior. The correlation of predicted data with actual field measurements was determined and it was found out that the genetic algorithm approach have high degree of accuracy. Parametric study was also done to evaluate the effect of varying each of the input parameters on the corresponding output.作者: harmony 時間: 2025-3-24 08:44 作者: 出處 時間: 2025-3-24 11:19 作者: characteristic 時間: 2025-3-24 15:57
https://doi.org/10.1007/978-3-658-43348-2ucted. The analysis is carried out considering fixed-headed pile and floating tip at the base. Since soil response is complex idealized models are used for the analysis. Analysis based on generated nonlinear .-. curves representing the soil behavior using OASYS ALP v19.2 has been elucidated. Flexura作者: ventilate 時間: 2025-3-24 19:48 作者: 龍卷風(fēng) 時間: 2025-3-25 02:24
Berechnung der Schiffsturbinen,30, and 35) were employed in the model testing. Pile group tests were also performed for comparison with single pile. The observed results are presented in the form of lateral load displacement curves and design charts are prepared for lateral load displacement response of piles in cohesionless soil作者: 主講人 時間: 2025-3-25 04:57 作者: 冒煙 時間: 2025-3-25 07:46
Entwickeln Konstruieren Berechnenrent slope height at constant slope angle under summer and rainy season. The analysis revealed that the slope with native soil was stable up to 12.0?m height under both summer and rainy season. With further increase in height, the slope becomes critically stable and failed under rainy season at 14.0作者: agglomerate 時間: 2025-3-25 14:43 作者: Water-Brash 時間: 2025-3-25 19:13 作者: Ancillary 時間: 2025-3-25 20:19
Konstruktion einer Getriebezwischenwelle,mplified, Janbu Modified, Spencer, Corps of Engineers-1, Corps of Engineers-2, Lowe Karafiath and Morgenstern-Price for both circular and non-circular failure surfaces. The results are presented in the form of normalised plots considering the following cases: (i) Stagewise (Without Tailings) (ii) St作者: sigmoid-colon 時間: 2025-3-26 03:56
Entwickeln Sie Ihre eigene Blockchainof tension geotextile in order to achieve stability during filling to support the full design load until the cope line. Once the surcharge is removed, the overfill is cut back to the final geometry and revetment is provided along the perimeter bund.作者: 小畫像 時間: 2025-3-26 07:15
2366-2557 codes, and standards. The contents of this book will be of interest to researchers and practicing engineers alike.. .?.978-981-13-4398-8978-981-13-0368-5Series ISSN 2366-2557 Series E-ISSN 2366-2565 作者: Ardent 時間: 2025-3-26 10:45
978-981-13-4398-8Springer Nature Singapore Pte Ltd. 2019作者: deface 時間: 2025-3-26 13:39 作者: 施魔法 時間: 2025-3-26 17:52
Bankwirtschaftliche Schriftenreihe have been selected for the settlement calculations. These methods have been categorized as empirical (nine numbers), semi-empirical (two numbers), and theoretical (four numbers). The settlements of foundations with different footing sizes have been calculated using these methods on improved sandy s作者: commune 時間: 2025-3-26 23:39 作者: 多樣 時間: 2025-3-27 04:13 作者: Anemia 時間: 2025-3-27 09:03 作者: 命令變成大炮 時間: 2025-3-27 11:31
https://doi.org/10.1007/978-3-658-43348-2zontal forces originate due to wind, traffic, earth pressure, water wave, and seismic forces or their combination. Analysis and design of piles subjected to lateral forces and moments is very important for ensuring the stability and serviceability of structure. In designing laterally loaded piles, t作者: flutter 時間: 2025-3-27 16:53 作者: Blasphemy 時間: 2025-3-27 21:26 作者: 格子架 時間: 2025-3-27 22:04
Forum produktionswirtschaftliche Forschungrimental study to investigate the cyclic as well as static behavior of model ring footing and circular footing resting on coir geocell-reinforced sand. The parameters studied are coir geocell width, and depth of embedment of geocell. The studies have shown that, with the provision of geocell-reinfor作者: Bph773 時間: 2025-3-28 02:31
https://doi.org/10.1007/978-3-322-80551-5ting laboratory model tests. Strip and circular plate anchors are used for this purpose. The layered sand deposits have been prepared with local sand having relative densities 25% (loose sand upper layer) and 65% (medium dense sand with bottom layer), respectively. The medium dense sand layer is alw作者: 仔細(xì)閱讀 時間: 2025-3-28 07:37 作者: evaculate 時間: 2025-3-28 12:02 作者: 薄荷醇 時間: 2025-3-28 16:17
Schnittgeschwindigkeit und Vorschub,he response of the circular footing, series of numerical analyses were performed on the footing by incorporating varying parameters such as the footing location from an excavation, varying density of soil and depth of excavations. In the numerical analysis, the footing and sheet pile walls were idea作者: 附錄 時間: 2025-3-28 18:47
Entwickeln Konstruieren Berechnenother geotechnical fields. In this study, fly ash is used as soil stabilizer for an embankment slope. This paper discusses the shear strength parameters of the soil stabilized with fly ash. The soil has been mixed with 10, 20, 30, and 40% fly ash by dry weight for conducting modified Proctor compact作者: 表示問 時間: 2025-3-28 23:58
ists of lithomargic clay, which is a product of laterization, sandwiched between the hard and porous weathered laterite crust at the top and the hard granite or granitic gneiss underneath. This lithomargic clay, locally called as ‘shedi soil’ behaves as dispersive soil and is also highly erosive. In作者: Lyme-disease 時間: 2025-3-29 04:31
Entwickeln Konstruieren Berechnendation. Seepage, if uncontrolled, can erode soil from the embankment or foundation causing progressive or rapid erosion and piping of the embankment or foundation soils. Out of the several approaches, increasing the length of the flow path by using sheet piles has proved to be effective in seepage r作者: Mast-Cell 時間: 2025-3-29 08:30 作者: AGATE 時間: 2025-3-29 12:28 作者: extemporaneous 時間: 2025-3-29 17:23 作者: Foment 時間: 2025-3-29 21:46
Anirudhan I.V.,V.B. MajiExplores innovative applications of geotechnical engineering.Covers hot topics such as reliability in geotechnical engineering, forensic investigations, rock engineering, shallow and deep foundations,作者: Inflated 時間: 2025-3-30 00:16 作者: FLEET 時間: 2025-3-30 08:03
Prediction of Bearing Capacity and Settlement from SPT Values Using Genetic Algorithmfriendly. In this work, a genetic algorithm approach is used for predicting bearing capacity and settlement of shallow foundations on C-soil, φ-soil and C-φ soil, separately, based on those input parameters which can be easily find out from simple experiments. The development and verification of the作者: arbovirus 時間: 2025-3-30 09:58
Influence of Configuration of Stone Columns on Combined Footings Resting on Reinforced Earth Bedsally placed column loads. Simple mathematical model has been proposed which idealizes a combined footing as a beam. Just below the footing, there is the presence of a granular fill layer which has been modeled as a Pasternak shear layer. Geosynthetic layer, idealized as an elastic extensible membran作者: confederacy 時間: 2025-3-30 13:18 作者: Neonatal 時間: 2025-3-30 18:16
Analysis of Laterally Loaded Fixed-Headed Single Pile in Multilayered Soil Using P-Y Approachzontal forces originate due to wind, traffic, earth pressure, water wave, and seismic forces or their combination. Analysis and design of piles subjected to lateral forces and moments is very important for ensuring the stability and serviceability of structure. In designing laterally loaded piles, t作者: 潛伏期 時間: 2025-3-30 21:15 作者: Disk199 時間: 2025-3-31 00:52 作者: Delude 時間: 2025-3-31 07:17
Static and Incremental Cyclic Loading of Ring and Circular Footings on Coir Geocell-Reinforced Sandrimental study to investigate the cyclic as well as static behavior of model ring footing and circular footing resting on coir geocell-reinforced sand. The parameters studied are coir geocell width, and depth of embedment of geocell. The studies have shown that, with the provision of geocell-reinfor
