Academic literature on the topic 'Singh-Mitchell'

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Journal articles on the topic "Singh-Mitchell"

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Al-abdullah, Ali, Najla Al-hassan, and Mohammad Eid. "Study of the Strain-Stress Behavior of the loess Soil and Its Numerical Modeling by ABAQUS." Indian Journal of Structure Engineering 2, no. 1 (2022): 1–9. http://dx.doi.org/10.54105/ijse.a7573.052122.

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This research aims to conduct a laboratory study to clarify the behavior of creep in Loess soils with the change of moisture content and applied stress. Soil was brought from Joseh area (southwest of Homs city), and its main properties were determined, after that a series of tests (time dependent deformation) were carried out for the Loess soils within the unconfined compression test. The results showed that the change of moisture content and applied stress on sample have a significant effect on the properties of Creeping of Loess soils, and the deformations that occurred are instantaneous deformations at the moment of load application, and creep deformations that begin with the passage of time. Creep deformations can be divided into three stages: primary creep, stable creep, and accelerated creep. The deformations were evaluated using the Singh-Mitchell theory, and the results showed that the Singh-Mitchell theory fits well the description of deformations over time for Loess soils, where the relative error between the largest and smallest value did not exceed 15%.ABAQUS program was used to numerically describe the creep behavior of Loess soils using the Singh-Mitchell theory .The results showed that the Singh-Mitchell theory within the ABAQUS program gave more accurate values than the computational Singh-Mitchell theory, and the reason is that because of the program contains multiple parameters that describe well the properties of elasticity, plasticity and viscosity for any natural body.
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Ali, Al-abdullah, Al-hassan Najla, and Eid Mohammad. "Study of the Strain-Stress Behavior of the loess Soil and Its Numerical Modeling by ABAQUS." Indian Journal of Structure Engineering (IJSE) 2, no. 1 (2022): 1–9. https://doi.org/10.54105/ijse.A7573.052122.

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<strong>Abstract: </strong>This research aims to conduct a laboratory study to clarify the behavior of creep in Loess soils with the change of moisture content and applied stress. Soil was brought from Joseh area (southwest of Homs city), and its main properties were determined, after that a series of tests (time dependent deformation) were carried out for the Loess soils within the unconfined compression test. The results showed that the change of moisture content and applied stress on sample have a significant effect on the properties of Creeping of Loess soils, and the deformations that occurred are instantaneous deformations at the moment of load application, and creep deformations that begin with the passage of time. Creep deformations can be divided into three stages: primary creep, stable creep, and accelerated creep. The deformations were evaluated using the Singh-Mitchell theory, and the results showed that the Singh-Mitchell theory fits well the description of deformations over time for Loess soils, where the relative error between the largest and smallest value did not exceed 15%.ABAQUS program was used to numerically describe the creep behavior of Loess soils using the Singh-Mitchell theory. The results showed that the Singh-Mitchell theory within the ABAQUS program gave more accurate values than the computational Singh-Mitchell theory, and the reason is that because of the program contains multiple parameters that describe well the properties of elasticity, plasticity and viscosity for any natural body.
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Gao, Hong Mei, and Guo Xing Chen. "Modified Singh-Mitchell Creep Model for EPS Composite Soil." Advanced Materials Research 311-313 (August 2011): 339–43. http://dx.doi.org/10.4028/www.scientific.net/amr.311-313.339.

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EPS composite soil is a new kind of lightweight fill material. Its engineering properties have been widely studied. However, the creep behavior has not been well investigated. In this study, triaxial undrained creep test is conducted on EPS composite soil regarding various confining pressures. Based on the testing results, a modified Singh-Mitchell creep model is established for EPS composite soil considering the influence of the deviator stress on the parameter m. Compared with the original Singh-Mitchell model, the modified creep model can well describe the creep behavior of EPS composite soil. It can provide references for engineers to design the project using EPS composite soil.
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Bong, Tae-Ho, Young-Hwan Son, Seong-Pil Kim, Jun Heo, and Pyoung-Wuck Chang. "Creep Characteristics of Weathered Soils and Application of Singh-Mitchell's Creep Formula." Journal of The Korean Society of Agricultural Engineers 51, no. 6 (2009): 69–76. http://dx.doi.org/10.5389/ksae.2009.51.6.069.

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Li, Gang, Zhen Yan, Jinli Zhang, Jia Liu, and Yu Xi. "Test Study on the Creep Behaviors of Tianjin Clays." E3S Web of Conferences 136 (2019): 07029. http://dx.doi.org/10.1051/e3sconf/201913607029.

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The drained triaxial creep tests were carriedout to investigate the relationshipsbetween axial strain and time, axial strain and deviatoricstress, and axial strain rate and time for the undisturbed samples of muddy clay and clay in Tianjin.Based on the creep test results, the Singh-Mitchell modelwas used for creep calculation. The results showed that the muddyclay and clay exhibited typical non-linear creep properties. The axial strain increasedwith time and then gradually tendedto be stable.The strain rate increasedasthe deviatoric stress increased, and the muddy clay and clay showedthe characteristics of attenuation creep under deviatoricstresses. The axial strain of muddy clay wassignificantly larger than that of clay, and reachedthestable state within 3000 minutes.Under low deviatoricstress, the slope of the isochronal curve was smaller; while under high deviatoric stress, the slope of the isochronal curve waslarger.The test results were in good agreement with the calculation results, which indicated that the Singh-Mitchell model wassuitable for describing the creep behaviorsof the undisturbed claysin Tianjin.
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Li, Jian Zhong, Xi Qing Tang, and Lu Chao Yan. "Simulation on Triaxial Compression Creep Deformation of Reticulate Red Clay." Advanced Materials Research 261-263 (May 2011): 1414–18. http://dx.doi.org/10.4028/www.scientific.net/amr.261-263.1414.

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Triaxial compression creep tests were performed on the undisturbed specimens of reticulate red clay from Dongting Lake area (China) under different confined stress. By analyzing the laboratory test results, following conclusions were drawn: (1) creep deformation occurred in all compression tests; (2) creep deformation increases as the increasing of the creep stress (compress stress) slightly; (3) the creep deformation occurred in the triaxial compression creep tests can be well simulated with Singh-Mitchell model.
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Mitchell, Will, and Kulwant Singh. "Spillback Effects of Expansion When Product-Types and Firm-Types Differ." Journal of Management 21, no. 1 (1995): 81–100. http://dx.doi.org/10.1177/014920639502100105.

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Contrary to perspectives that credit firms with only limited abilities to undertake significant change successfully, recent research has demonstrated that firms often improve their performance after undertaking major expansion to their operations. In this paper, we build on a study by Mitchell and Singh (1993) to test for differences in expansion effects, depending on whether the new goods substitute for old products and whether the firm is a generalist or specialist participant in the industry. The analysis helps us understand when a business can undertake major change successfully. The results have implications for ecological and other definitions of the core of a business and highlight the necessity for firms to undertake changes even at considerable risk to their existing operations.
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Qi, Dahe, Jianxin Yang, and Yuehan Liu. "Experimental study on creep wetting of silty clay." 59th International Conference on Vibroengineering in Dubai, United Arab Emirates, October 22, 2022 45 (October 22, 2022): 60–65. http://dx.doi.org/10.21595/vp.2022.22924.

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To study the wetting of a silty clay subgrade in an expressway, many laboratory tests were carried out. The test results show that the creep deformation of silty clay under water immersion cannot be ignored, but it is different from the deformation caused by wetting. The creep properties of soil mass are affected by many factors. Under different stress conditions, the soil mass will show different properties. In order to study the creep characteristics of silty clay in Chongqing under water wetting and different stress levels, a series of triaxial water wetting creep tests were carried out. The Singh-Mitchell creep equation was introduced to establish the creep model of silty clay drainage in Chongqing, and the parameters of the model were discussed.
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Shorten, Graham G. "Quasi-overconsolidation and creep phenomena in shallow marine and estuarine organo-calcareous silts, Fiji." Canadian Geotechnical Journal 32, no. 1 (1995): 89–105. http://dx.doi.org/10.1139/t95-007.

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Nearshore, estuarine deposits of Holocene organo-calcareous silt provide the most common setting for foundation failure in Fiji. Creep is implicated in long-term settlement. Although the geological history indicates the deposits should be normally consolidated throughout, there is increasing apparent overconsolidation towards the surface. This finding is contrary to what might be expected if delayed compression alone was operating. The phenomenon appears to be related instead to organic content and may be affected by strain rates during consolidation. Oedometer tests extending over 7 months indicate the rate of volume change due to creep follows the Singh–Mitchell relationship, but calculation of secondary compression from radiocarbon dates suggests that the very long-term rate is higher than might be expected. Creep appears to be stress dependent, at least below the preconsolidation pressure, in common with other marine sediments. Key words : silt, organic, preconsolidation pressure, overconsolidation ratio, secondary compression, creep, radiocarbon dating.
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Luo, Junhui, Decai Mi, Qiongyao Ye, Shengqiang Deng, Fuquan Zeng, and Yongjun Zeng. "The analysis of creep characteristics of the surrounding rock of the carbonaceous rock tunnel based on Singh-Mitchell model." IOP Conference Series: Earth and Environmental Science 108 (January 2018): 032033. http://dx.doi.org/10.1088/1755-1315/108/3/032033.

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Books on the topic "Singh-Mitchell"

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Marvis, Barbara J. Contemporary American Success Stories: Famous People of Asian Ancestry Dalip Singh Saund; Patsy T. Mink; Daniel Ken Inouye; Yoshiko Uchida; Haing Ngor (A Mitchell Lane Multicultural Biography Series). Mitchell Lane Publishers, 1993.

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Book chapters on the topic "Singh-Mitchell"

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Haveman, Heather A. "Density and Mass Dependence in Rates of Entry into New Markets." In Evolutionary Dynamics of Organizations. Oxford University PressNew York, NY, 1994. http://dx.doi.org/10.1093/oso/9780195077360.003.0010.

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Abstract Campbell (1969) and Aldrich (1979) outlined a three-part evolutionary model involving variation, selection, and retention. Most research in organizational ecology has studied organizational failure, thereby focusing on the process of selection. Although variation is an equally important process in organizational evolution (Hawley, 1987; Fombrun, 1987), there have been comparatively few studies of this process, except the small number of studies of organizational founding. Variation is a necessary precondition for selection: without the diverse products of variation, selection would have no raw material upon which to operate (Campbell, 1969). One important source of variation in organizational populations is change in organizational structure and activities, which has recently become a topic of interest in organizational ecology and organizational evolution. Previous research has studied the effects of organizational characteristics on change and stability: age (Singh, Tucker, and Meinhard, 1988; Baum, 1990b), possession of specialized assets and vulnerability of existing domain (Mitchell, 1989), and past experience with change (Amburgey, Kelly, and Barnett, 1993; Delacroix and Singh, 1991; Ginsberg and Baum, chapter 7, this volume). Some work has also modeled the impact of competitive and institutional factors on rates of organizational change, such as population density and differentiation (Swaminathan and Delacroix, 1991), fluctuations in environmental munificence (Delacroix and Swaminathan, 1991; Singh, Tucker, and Meinhard, 1991), the uncertainty that follows exogenous shocks (Amburgey, Kelly, and Barnett, 1993; Delacroix and Swaminathan, 1991), and conditions at time of founding (Romanelli, 1991b).
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Ebers, Mark. "Explaining Inter-Organizational Network Formation." In The Formation of Inter-Organizational Networks. Oxford University PressOxford, 1997. http://dx.doi.org/10.1093/oso/9780198289487.003.0001.

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Abstract In recent years, we have witnessed remarkable growth in various forms of co-operation among organizations. There has been a considerable increase in inter-organizational alliances during the 1980s, particularly in high-technology industries (Haagedoorn 1993; 1995; Hergert and Morris 1988; Mowery 1988). Within the US biotechnology industry, for example, firms without any formal co-operative ties to other firms have become increasingly rare, while the connectivity of firms within the industry has increased significantly (Powell et al. 1996). In the hospital systems software industry, inter-firm co-operation was unusual up until 1970, increased slightly in the 1970s, but showed significant growth in the 1980s and 1990s (Mitchell and Singh 1996). A similar pattern can be detected for the car industry. According to Helper (1991), beginning in the 1980s US car manufacturers have been reducing their degree of vertical integration and have increasingly relied on longer-term contracts with a limited number of tightly linked sup¬ pliers. Many European car companies also adopted this strategy at around the same time (Altmann and Sauer 1989; Morris and Imrie 1991; Turnbull et al. 1989). In other industries inter-organizational co-operation has been a more long-standing practice. In construction, for example, consortia and enduring sub-contracting relationships are well-entrenched forms of organizing large projects (Eccles 1981). In the US film industry, after World War II, the major studios progressively outsourced production of feature films while retaining finance and distribution (Robins 1993); therefore, for some time now, persistent patterns of contracting are related less to formal organizations such as the studios, but crystallize out of relatively stable networks of producers, directors, cinematographers, actors, and musicians (Faulkner and Anderson 1987). Regional industrial districts in the Italian textile and clothing (Brusco 1982; Lazerson 1988, 1993; Mariotti and Cainarca 1986), German metals (Grabher 1993b; Sabel 1989; Herrigel 1993), or US electronics industries (Saxenian 1994) represent other often-mentioned examples of long-standing patterns of co-operative inter-organizational relations, as do Japanese Keiretsu (Gerlach 1992) and Korean Chaebol (Steers et al. 1989).
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