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Dissertations / Theses on the topic 'Torsional ring shear test'

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Published: 3 June 2025
Last updated: 31 July 2025

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1

Pham, Linh Viet. "Dynamic torsional shear test for hot mix asphalt." [Gainesville, Fla.] : University of Florida, 2003. http://purl.fcla.edu/fcla/etd/UFE0000914.

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2

Infante, Sedano Julio Angel. "Constant volume ring shear test for sand." Thesis, National Library of Canada = Bibliothèque nationale du Canada, 1999. http://www.collectionscanada.ca/obj/s4/f2/dsk2/ftp03/MQ38755.pdf.

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3

Xu, Yingyi. "Residual Strength of Franciscan-Derived Clay." DigitalCommons@CalPoly, 2020. https://digitalcommons.calpoly.edu/theses/2128.

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In February of 2017 after a period of heavy rainfall, a slope destabilized behind Fremont Hall on the campus of Cal Poly San Luis Obispo. The geology of this slope stability failure is the Franciscan Complex. The Franciscan Complex, when weathered in place, results in clay soil that makes up the typical soil mantle on the hills throughout the region. Peak strength is the typical parameter tested to assess the strength of the soil. For the Franciscan-derived clay, the residual strength is the focus of this study to understand slope failure since the clay is the weakest portion of the matrix in
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4

Santos, Viviane Rocha dos. "Desenvolvimento de equipamento Ring Shear para avaliação do comportamento de solos a grandes deformações." reponame:Biblioteca Digital de Teses e Dissertações da UFRGS, 2012. http://hdl.handle.net/10183/76086.

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Os movimentos de massa de solo, geralmente, estão relacionados com a mobilização da resistência de uma ou várias superfícies de ruptura pré-existentes. Dessa maneira, o conhecimento da propriedade que rege esse comportamento (resistência ao cisalhamento residual) é de extrema importância no estudo da estabilidade de solos. Segundo Skempton (1985), resistência ao cisalhamento residual é a resistência mínima constante que o solo pode atingir, a baixas taxas de cisalhamento, após sofrer grandes deslocamentos. A determinação dos parâmetros de resistência ao cisalhamento residual pode ser realizada
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5

Infante, Sedano Julio Angel. "A modified ring shear test device for determining the hydro-mechanical behaviour of unsaturated soils." Thesis, University of Ottawa (Canada), 2006. http://hdl.handle.net/10393/29352.

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This thesis presents the design details of an automated modified ring shear apparatus for the testing of unsaturated soils using the axis translation technique. The system is fully automated and it can be used for conducting Constant Load and constant Suction (CLS) shear tests, Constant Volume and constant Suction (CVS) shear tests, Constant Load and constant Water content (CLW) shear tests as well as Constant Volume and constant Water content (CVW) shear tests. In addition to shear tests, the soil-water retention curve (SWRC) can also be generated for the same specimen in the same testing dev
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6

Jiang, Yao. "Experimental Study on the Frictional Instability and Acoustic Emission in Sheared Granular Materials with Implications for Landslide Mobility." 京都大学 (Kyoto University), 2016. http://hdl.handle.net/2433/217130.

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7

Šot, Michal. "Hodnocení napjatostního chování lepeného konstrukčního dřeva pomocí DIC analýzy." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2015. http://www.nusl.cz/ntk/nusl-227634.

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The work deals with issues of evaluation of the shear properties of timber structural materials, particularly CLT elements. The work contains an overview of extensive research so far presented scientific studies dealing with the characteristic shear properties of wood. In the practical part was carried out the experiment dealing with the failure mode of transverse lamellae of CLT elements that were exposed to shear stress. There were observed individual effects that this may affect the material properties. In the first part of the experiment were performed numerical models using FEM. In the se
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8

Soliman, Nancy Ahmed. "Modification et validation de la technique de l'anneau piézoélectrique pour mesurer la prise et le durcissement des matériaux à base de ciment." Mémoire, Université de Sherbrooke, 2010. http://savoirs.usherbrooke.ca/handle/11143/1575.

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A period of cement hydration is one of critical in the life span of concrete structures. One of the reasons of collapse of concrete structural elements during and after construction is the error in determining the concrete characteristics at early age. Recently, non-destructive test emerged as a popular way to evaluate the properties of cement-based materials. This test offers continuous measurements of concrete properties as well as ability to monitor any changes in the current state of structural materials. In the existing research, some of these methods fail to capture well properties of th
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9

Dareeju, Biyanvilage. "Performance evaluation of unsaturated rail track foundations under cyclic moving wheel load." Thesis, Queensland University of Technology, 2017. https://eprints.qut.edu.au/102697/4/Biyanvilage%2520Sampath%2520Sri%2520Sameera_Dareeju_Thesis.pdf.

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This thesis developed an alternative laboratory element testing method to evaluate the response of the unsaturated soils of rail track foundations under repeated moving wheel loadings. The novel laboratory testing method is more capable of producing the realistic strength-deformation characteristics of the unsaturated soils with the effects of principal stress axis rotation (PSAR), which can be used to redesign the conservative rail track guidelines.
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10

Lee, Chen-yuan, and 李程遠. "Development of a Multi-Purpose Shear Test System─Torsional Shear Apparatus." Thesis, 2003. http://ndltd.ncl.edu.tw/handle/54106205805094189113.

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碩士<br>國立交通大學<br>土木工程系<br>91<br>Slope failure often occurs in soft rock due to the low strength of the material. This project aims to study the material mechanics of the soft rock relevant to common slope failure in soft rock. Unlike brittle rock, soft rock often contains few joints. Unless for slope failure resulted from structural instability, relevant material characteristics of soft rock related to slope failure might include (1) degradation, (2) strain softening, (3) creep, and (4) local stress failure. It is more appropriate for using residual strength instead of peak strength in modeli
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11

Hsin-WenWang and 王信文. "The Relationship between Residual Shear Strengh and Shear Displacement of Cholan Sandstone Using Ring Shear Test." Thesis, 2011. http://ndltd.ncl.edu.tw/handle/83498708595921184323.

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12

Yang, Zhuo. "Torsional Shear Strength and Size Effect in Structural Composite Lumber." 2012. https://scholarworks.umass.edu/theses/964.

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The natural variation of strength properties within brittle materials leads to size effect, a well-known phenomenon whereby the mean strength of a material is observed to decrease as the stressed volume increases. An important implication of size effect is that size adjustment parameters must be incorporated into multi-axial constitutive and failure models used in numerical simulations to predict material response to loading. This experimental study seeks to verify and quantify the presence of depth effect under shear failure in the orthotropic principal material directions of parallel strand
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13

Chen, Po-Ying, and 陳柏穎. "Shearing Behavior of Kuan-Miao Sandstone under Undrained Ring Shear Test." Thesis, 2006. http://ndltd.ncl.edu.tw/handle/23889682350904531578.

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碩士<br>國立成功大學<br>土木工程學系碩博士班<br>94<br>Abstract Taiwan is located at the West Pacific Ocean area, and its climate is classified to be subtropical zone. Plum rain and typhoons bring plentiful rainfall significantly during the raining season. In addition, the formations located at the southwestern Taiwan are usually consisted of the interlayers of sandstone and mudstone. Thus, the weather and geologic conditions are the natural reasons to cause frequent landslides during the raining season on the southwestern Taiwan. Most soft rock slope failure in Taiwan can be classified to be shallow, burst
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14

Yu-KaiChen and 陳昱愷. "Application of hollow cylinder torsional shear test to investigate the influence of shear strain rate on soil dynamic characteristics." Thesis, 2018. http://ndltd.ncl.edu.tw/handle/pee25f.

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15

Lai, CHia-ze, and 賴佳澤. "The Dynamic Mechanical Properties of Joint on Soft Sandstone Using Ring Shear Test." Thesis, 2009. http://ndltd.ncl.edu.tw/handle/70719812231338753817.

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碩士<br>國立成功大學<br>土木工程學系碩博士班<br>97<br>The Tsaoling landslide, one of the largest landslide triggered by Chi-Chi earthquake in 1999, is a dip-slope with a sliding surface whose inclination angle is similar to bedding plane, dipping uniformly at 11∘-14∘. The sliding surface passed through the Cholan Formation rocks generated in the Pliocene and Pleistocene epoch, and entered the Chinshui Shale of Pliocene epoch rock at the lower part. The maximum thickness of the sliding rock mass was 180m, and the collapsing volume of the landslide reached 120 million m3, with run-out distance exceeded 3km. There
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16

(11261049), Prathamesh Nilesh Sankhe. "DEM Parameter Calibration Methodology for Cohesive Powders Using A Ring Shear Tester." Thesis, 2021.

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<p>Discrete element method (DEM) modeling is a common way to model particulate systems and processes. Since the number of particles in most pharmaceutical processes is incredibly large, modeling these substantial magnitudes of particles individually using DEM is not computationally reasonable. To simplify the DEM modeling, agglomerates or groups of particles are modeled instead. This change creates a disconnect between the real particle parameter values and the simulated particle parameter values. Thus, efficient and accurate calibration is needed for effective modeling. </p> <p>The methodolo
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17

Liao, Cheng-Jie, and 廖正傑. "A study on the Ring Shear test and mechanics properties of soft rock in southern Taiwan." Thesis, 2004. http://ndltd.ncl.edu.tw/handle/e77u73.

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碩士<br>國立成功大學<br>土木工程學系碩博士班<br>92<br>Abstract 　　In the past few years, with the completed highways and their branches in southern Taiwan, there was extensive slope-cutting and unsuitable slope-protection along the highway. Thus, most of the slope failure happened during the oceanic climate rainfall. Moreover, in this area, the special layers mainly composed of crushed Tertiary sediments, including sandstone, sandy-shale, mudstone and a part of grindstone. Owing to the short diagenesis time of layers, the property of rock is soft and easy-collapsed by water. It affects the strength of rock extre
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18

Viegas, Maria Luísa Carrusca. "Estabilidade de taludes naturais." Master's thesis, 2017. http://hdl.handle.net/10316/83378.

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Dissertação de Mestrado Integrado em Engenharia Civil apresentada à Faculdade de Ciências e Tecnologia<br>Slope failure is a current problem in soil mechanics, as confirmed by the great number of landslides registered in past years after periods of intense flash downpours of rain or above average precipitation. This case study deals with a slope built on a section of a highway (A-13) where a sliding portion caused huge losses for its reconstruction. In this dissertation, to study the peculiarities of this black shale in relation to others, a laboratorial study was undertaken with tests to dete
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