Relevant bibliographies by topics / Remolded clay

Contents

  1. Journal articles
  2. Dissertations / Theses
  3. Book chapters
  4. Conference papers

Academic literature on the topic 'Remolded clay'

Author: Grafiati
Published: 8 June 2024
Last updated: 31 July 2025

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Journal articles on the topic "Remolded clay"

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Chu, Chengfu, Zilong Wu, Yongfeng Deng, Yonggui Chen, and Qiong Wang. "Intrinsic compression behavior of remolded sand–clay mixture." Canadian Geotechnical Journal 54, no. 7 (2017): 926–32. http://dx.doi.org/10.1139/cgj-2016-0453.

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A series of incremental loading oedometer tests was conducted on pure clays and sand–clay mixtures with various sand/clay ratios and clay mineral compositions. The void indexes Iv and IvH were introduced to evaluate their intrinsic compressibility. Test results revealed that Iv was more suitable for depicting the compression behavior of pure clays than IvH; whereas, for the compressibility of sand–clay mixtures, the normalized compression line by using Iv was obviously different from that of pure clays and traditional soils due to the presence of sand particles. Therefore, a four-phase analysi
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Li, Jian, Shanxiong Chen, and Lingfa Jiang. "Dynamic Strength and Accumulated Plastic Strain Development Laws and Models of the Remolded Red Clay under Long-Term Cyclic Loads: Laboratory Test Results." Polish Maritime Research 22, s1 (2015): 89–94. http://dx.doi.org/10.1515/pomr-2015-0038.

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Abstract The dynamic strength and accumulated plastic strain are two important parameters for evaluating the dynamic response of soil. As a special clay, the remolded red clay is often used as the high speed railway subgrade filling, but studies on its dynamic characteristics are few. For a thorough analysis of the suitability of the remolded red clay as the subgrade filling, a series of long-term cyclic load triaxial test under different load histories are carried out. Considering the influence of compactness, confining pressure, consolidation ratio, vibration frequency and dynamic load to th
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Waheed, Mohanned, and Noor Asmael. "Assessment of the Numerical Behavior of Remolded and Undisturbed Clayey Soil." Civil and Environmental Engineering 20, no. 2 (2024): 742–53. https://doi.org/10.2478/cee-2024-0056.

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Abstract The simulation of soil behavior using finite element analysis depends mainly on the input parameters considered in analysis, moreover, in the case of clayey soil, most of the experimental studies for small models are performed on remolded samples because of difficulty of providing undisturbed soils. This leads to unreal results for numerical analysis as the validation process of numerical results is performed on remolded sample. It was conducted experimental work on remolded clay including load-settlement tests of model footing at three states on undrained cohesion (cu), and then perf
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Zang, Meng, Jun Tai, and Haijun Lu. "Microstructure and Mechanical Properties of Expansive Clay under Drying–Wetting Cycle." Applied Sciences 13, no. 13 (2023): 7464. http://dx.doi.org/10.3390/app13137464.

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Expansive clay is one of the most widely distributed soils in the world. Due to its rich content of strongly hydrophilic minerals—such as montmorillonite—expansive clay exhibits substantial swelling and shrinkage properties, and overconsolidation. The formation process of undisturbed expansive clay has a long and complicated geological history and innumerable drying–wetting cycles, resulting in the formation of special internal structures. In this study, the mud-to-natural-consolidation deposition process was simulated using a saturated mud-remolded sample preparation device, and then, mud-rem
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Waheed, Mohanned Q., and Noor M. Asmael. "Evaluation of Elasticity Modulus of Clayey Soil from Undrained Shear Strength." E3S Web of Conferences 427 (2023): 01028. http://dx.doi.org/10.1051/e3sconf/202342701028.

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The modulus of elasticity represents the soil stiffness; it was used to design and analyze the foundation, slope stability, retaining structure, etc. It is one of the main input parameters used in the finite element method for analyzing soil behavior. The scope of this study is to evaluate the correlation between the modulus of elasticity (E) and the cohesion of the soil (cu) for the remolded and undisturbed samples of clayey soil so it can assess the effect of lateral confining pressure on the soil modulus of elasticity. The unconfined test is chosen for remolded soil to identify the stress-s
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Helle, Tonje Eide, Steinar Nordal, Per Aagaard, and Ole Kristian Lied. "Long-term effect of potassium chloride treatment on improving the soil behavior of highly sensitive clay — Ulvensplitten, Norway." Canadian Geotechnical Journal 53, no. 3 (2016): 410–22. http://dx.doi.org/10.1139/cgj-2015-0077.

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Re-establishing high salt concentration in leached low-saline, highly sensitive clays significantly improves their mechanical properties. Long-term effects on quick clay exposed to diffusion of potassium chloride (KCl) from salt wells installed in 1972 at Ulvensplitten, Oslo, Norway, are investigated. The increased undrained and remolded shear strengths, as well as increased Atterberg limits, remain 30 to 40 years later. The undisturbed shear strength increased from less than 10 to 25–30 kPa, and the remolded shear strength increased from less than 0.5 to more than 6 kPa. The liquid limit incr
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Liu, Xianru, Jianguang Li, Ren Yi, and Kuangjie Zhao. "Modified Cam-clay Model Parameters M of Kunming Red Clay." Journal of Physics: Conference Series 2455, no. 1 (2023): 012019. http://dx.doi.org/10.1088/1742-6596/2455/1/012019.

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Abstract Red clay is widely distributed in Kunming. At present, there are many engineering projects in Kunming, and many engineering projects are built on red clay. Therefore, it is very important to study the mechanical properties of red clay. Kunming red clay was remolded and prepared, and triaxial consolidation drainage tests of remolded saturated clay with the same water content and different dry densities were designed. Through the triaxial consolidation drainage test, the shear strength parameters of Kunming saturated red clay and the modified Cam-clay model parameters are obtained. The
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Karakan, Eyyüb. "Comparative Analysis of Atterberg Limits, Liquidity Index, Flow Index and Undrained Shear Strength Behavior in Binary Clay Mixtures." Applied Sciences 12, no. 17 (2022): 8616. http://dx.doi.org/10.3390/app12178616.

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In geotechnical engineering applications, it is very important to obtain the undrained shear strength of remolded soils accurately and reliably. This study aims to obtain a trustworthy solution to determine the undrained shear strength of remolded clay mixtures using Atterberg limit test results in various states of consistency. An experimental study was carried out involving a wide range of clay mixtures of varying plasticity and geological origin. In the analyses, the variation in the undrained shear strength of remolded soil depending on the cone penetration depth, water content, flow index
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Hu, Jinhu, Banglong Zhou, Penggang Li, Jing Wang, and Yayuan Yang. "Pressure-Amplified Structural Superiority in Silty Clays: Dynamic Divergence Between Undisturbed and Remolded States." Buildings 15, no. 13 (2025): 2319. https://doi.org/10.3390/buildings15132319.

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Silty clay is extensively distributed in northern China. Numerous seismic events have demonstrated that underground structures embedded in silty clay strata are prone to severe damage during earthquakes. This study employs dynamic cyclic triaxial tests on undisturbed and remolded specimens (50–300 kPa confining pressures) to pioneer the quantification of pressure-amplified structural superiority. The experimental results reveal that: (1) Undisturbed soils exhibit 20–30% higher maximum shear stress (τdmax) and shear modulus (Gdmax) than remolded counterparts at 300 kPa, far exceeding the <5%
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Barzegar, AR, RS Murray, GJ Churchman, and P. Rengasamy. "The strength of remolded soils as affected by exchangeable cations and dispersible clay." Soil Research 32, no. 2 (1994): 185. http://dx.doi.org/10.1071/sr9940185.

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The tensile strengths of remoulded samples of five Australian soils with differing clay type, texture and shrink-swell potential were measured as a function of exchangeable cations (Na, Ca and Mg) and exchangeable sodium percentage (ESP). Spontaneously and mechanically dispersible clays were also determined as a function of ESP. The tensile strength changed with the nature of the exchangeable cation, clay content and amounts of spontaneously and mechanically dispersible clay. In Ca-soils, the tensile strength was highly correlated with clay content and CEC. Regression analyses of data for soil
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Dissertations / Theses on the topic "Remolded clay"

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Pokharel, Janak. "CYCLIC LOAD RESISTANCE AND DYNAMIC PROPERTIES OF SELECTED SOIL FROM SOUTHERN ILLINOIS USING UNDISTURBED AND REMOLDED SAMPLES." OpenSIUC, 2014. https://opensiuc.lib.siu.edu/theses/1545.

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The liquefaction resistance of undisturbed soil samples collected from a selected location in Carbondale, Southern Illinois was evaluated by conducting cyclic triaxial tests. Index property tests were carried out on the sample for identification and classification of the soil. Cyclic triaxial tests were conducted on undisturbed sample after saturation, undisturbed sample at natural water content and remolded samples prepared by compaction in the lab. The results were used to evaluate the effect of saturation and remolding on liquefaction resistance of the local soil. Effect of effective confin
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Ding, Yanzheng. "Une analyse d’images pour l'identification microstructurale en 3D d’un kaolin saturé sous chargement mécanique." Electronic Thesis or Diss., Université de Lorraine, 2023. http://www.theses.fr/2023LORR0051.

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L'étude de la microstructure des argiles remaniées et saturées est cruciale pour la compréhension de leur comportement mécanique et des mécanismes de déformations volumiques. Cette thèse vise à identifier en 3D les mécanismes locaux qui s'activent au niveau de la microstructure en lien avec le chargement mécanique des milieux argileux. D'abord le comportement mécanique du Kaolin K13 est étudié à l'échelle de l'éprouvette sur deux chemins de chargement : œdométrique et isotrope. Ensuite, un protocole d'observation a été mis en place pour l'acquisition des images tridimensionnelles en utilisant
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Yuan, Fu-Lu, and 袁福祿. "True Triaxial Tests on Remolded Silty Clay." Thesis, 1996. http://ndltd.ncl.edu.tw/handle/05237920174083967241.

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碩士<br>國立臺灣科技大學<br>營建工程技術學系<br>84<br>A series of radial stress path tests has been performed on the remolded Taipei silty clay with the true triaxial testing device to find out its strength behavior under different anisotropic stress levels. Test results indicate that Mohr- Coulomb failure criterion can not satisfactorily represent the soil strength following various stress paths. In comparison, the total stress NTNT-T1 model for anisotropic soil can quite accuately predict the relationship
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賴弘嘉. "Yielding Characteristics of Remolded Taipei Silty Clay." Thesis, 1998. http://ndltd.ncl.edu.tw/handle/03905012986980709237.

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碩士<br>國立臺灣科技大學<br>營建工程技術研究所<br>86<br>A series of true triaxial tests was carried out on the 10 x 10 x 10cm cubical soil specimen to study the yielding characteristics of remolded Taipei silty clay. Two sets of stess paths are adopted for the tests: one strats from the origin and the other starts from the K0 consolidation condition. The methods used to determine the yielding of hte soil are by the 10gp'' - vtot plot and the bilinear regression method for the former and by the p'' - vtot'' and q - εstot plots and the maxiimum curvature method for the latter. By connecting all these initial yield
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Hua-Yu, Chang, and 張化宇. "Vertical hole induced surface settlement of remolded clay." Thesis, 1994. http://ndltd.ncl.edu.tw/handle/02981491249412583673.

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碩士<br>國立臺灣科技大學<br>營建工程技術學系<br>82<br>A series of Laboratory model test was performed to study the vertical hole induced surface settlement of the remolded clay. In addition to the vertical settlement,the soil near the surface tended to be squeezed laterally toward the hole. Therefore,the surface settlement was most significant around the hole and decreased parabolically as the distance increased. No obvious settlement was found at the distance of 8∼9D (D is the diameter of the hole)from the
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Chueh-YuWang and 王珏友. "Investigating the Creep Behavior on Remolded Low-plasticity Clay." Thesis, 2019. http://ndltd.ncl.edu.tw/handle/rhae95.

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Chen, Hsin-Jen, and 陳信仁. "Influence of Nano-Clay on Shear Behavior of Remolded Mudstone." Thesis, 2010. http://ndltd.ncl.edu.tw/handle/96272890664035895311.

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碩士<br>國立臺灣海洋大學<br>河海工程學系<br>98<br>A series of radial path tests are performed on remolded mudstone soil improved by adding nano-clay. Automated control true triaxial test apparatus devolped in this study is used for the investigation of radial path shear behavior. True triaxial test results show that(1)under b=0 and b=1 conditions, strength of remolded mudstone soil increases significantly due to additive of nano-clay, however, under b=0.5 condition, increasing of shear strength is not stable but irregular;(2)additive of nano-clay may reduce the influence of anisotropic consolidation and
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TSENG, CHI-HUNG, and 曾啟宏. "Influence of Radial Stress Path on Strength of Remolded Overconsoliated Clay." Thesis, 1995. http://ndltd.ncl.edu.tw/handle/58107786287634249987.

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碩士<br>國立臺灣科技大學<br>營建工程技術學系<br>83<br>A series of radial stress path tests has been performed on the remolded Taipei silty clay with the true triaxial testing device to find out its strength behavior under different anisotropic stress levels. Test results indicate that Mohr-Coulomb failure criterion can not satisfactorily represent the soil strength following various stress paths. In comparison, the total stress NTNT-T1 model for anisotropic soil can quite accuately
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Jang, Hung-Yu, and 簡弘雨. "Shear Strength of Remolded Clay determined from NGI Direct Simple Shear Device." Thesis, 1995. http://ndltd.ncl.edu.tw/handle/70613993813694841179.

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碩士<br>國立臺灣科技大學<br>營建工程技術學系<br>83<br>A series of simple shear test has been performed on the remolded Taipei silty clay with the Norwegian Geotechnical Institute (NGI) direct simple shear device. Test results indicate that the stress-strain relationship of Taipei silty clay can be normalized with the effective consolidation pressure when tested under different over-consolidation ratios (OCR) and a simple constitutive equation can be adopted to fit the test r
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Lynk, John Michael. "Performance of drag embedment anchors dragged through remolded clay and loaded at various horizontal orientations." Thesis, 2009. http://hdl.handle.net/2152/ETD-UT-2009-12-697.

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Drag embedment anchors (DEAs, or anchors) are used as foundations to secure mobile offshore drilling units (MODUs) in soft clay soils on the sea floor. In 2004 and 2005, Hurricanes Ivan, Katrina, and Rita caused the mooring failures of 17 mobile offshore drilling units moored with anchors. Since then, a great deal of research has been conducted regarding anchor performance and reliability. This report provides an overview of anchor research and industry practice to date, and discusses the results of two research experiments to assess anchor performance. One experiment investigated the effe
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Book chapters on the topic "Remolded clay"

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Yang, Guoyue, Keyu Li, Yunlong Xu, and Liangji Li. "Dynamic Behaviors of Overconsolidated Remolded Red Clay Under Cyclic Compressive Stress Paths." In Lecture Notes in Civil Engineering. Springer Singapore, 2020. http://dx.doi.org/10.1007/978-981-15-2349-6_18.

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Jia-dan, Liu, and Gao Yan-bin. "Effects of Acid and Base Contamination on Geotechnical Properties of Shanghai Remolded Silty Clay." In Proceedings of GeoShanghai 2018 International Conference: Fundamentals of Soil Behaviours. Springer Singapore, 2018. http://dx.doi.org/10.1007/978-981-13-0125-4_68.

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Gao, Qian-Feng, Mohamad Jrad, Lamine Ighil Ameu, Mahdia Hattab, and Jean-Marie Fleureau. "Dilatancy Phenomenon Study in Remolded Clays – A Micro-Macro Investigation." In Springer Series in Geomechanics and Geoengineering. Springer International Publishing, 2018. http://dx.doi.org/10.1007/978-3-319-97112-4_33.

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Niu, M. Y., and M. J. Jiang. "DEM modeling mechanical behaviors of remolded and structured clays under constant stress ratio compression tests." In Smart Geotechnics for Smart Societies. CRC Press, 2023. http://dx.doi.org/10.1201/9781003299127-40.

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Favre, Jean-Louis, and Mahdia Hattab. "Models by Jean Biarez for the Behavior of Clean Sands and Remolded Clays at Large Strains." In Multiscale Geomechanics. John Wiley & Sons, Inc., 2013. http://dx.doi.org/10.1002/9781118601433.ch5.

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Hisham Halalo, Nariman. "The effect of samples disturbance of partially saturated expansive clay soils on the soil properties." In Developments in Clay Science and Construction Techniques [Working Title]. IntechOpen, 2024. http://dx.doi.org/10.5772/intechopen.1004381.

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The internal structure of the expansive clay soils is sensitive to the disturbance. When the samples are extracted, the structure of the natural soil is damaged when it is remolded. Therefore, a change in the properties of the expansive soil happens. This matter must be more precisely defined in the design of the foundations of engineering facilities. The objective of this research is to conduct a study of the effect of the disturbance of expansive clay partially saturated soil samples. The obtained results indicate that the behavior of the expansive soil tends to change during the formation o
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Farooq Khalid and Virk Khadim A. "Improvement of engineering characteristics of expansive clays by sand mixing." In Proceedings of the 17th International Conference on Soil Mechanics and Geotechnical Engineering. IOS Press, 2009. https://doi.org/10.3233/978-1-60750-031-5-785.

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Expansive Soils are a worldwide problem that poses several challenges for civil engineers. They are considered potential natural hazard, which can cause extensive damage to structures if not adequately treated. The expansive soils have caused severe distresses to various civil engineering structures, especially to lightly loaded structures such as houses, floors, highway pavements, canal linings etc. One of the mitigation techniques of such soils is to mix them with soils which are not swelling in nature. In this paper, the results of three series of tests are presented in which a swelling cla
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Yatabe, R., N. Yagi, N. Bhandary, and M. Fujiwara. "Shear characteristics of the reconsolidated clay remolded under low water content." In Deformation Characteristics of Geomaterials / Comportement Des Sols Et Des Roches Tendres. Taylor & Francis, 2003. http://dx.doi.org/10.1201/noe9058096043.ch84.

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Kong, Ling, Hong Huang, Pierre-Yves Hicher, and Dong Zhang. "Microstructural analysis of Shanghai remolded clay during one-dimensional consolidation test." In Geomechanics and Geotechnics. CRC Press, 2010. http://dx.doi.org/10.1201/b10528-118.

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Vrajlal Shah Manish and Shroff A. V. "Influence of Vertical Geodrains on Consolidation Characteristics of Soft Clays Using Oedometer." In Deformation Characteristics of Geomaterials. IOS Press, 2011. https://doi.org/10.3233/978-1-60750-822-9-1095.

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Paper presents the detail experimental study through inward radial drainage of remolded kaolinitic clay to a central circular prefabricated vertical Geodrains to assess the consolidation characteristics using large size modified hydraulically pressurized oedometer. Prefabricated vertical coir-jute geodrain, polypropylene fiber drain and sandwick drain of &amp;lsquo;n&amp;rsquo;(ratio of drain dia. to sample dia) values equal to 16.93 &amp;amp; 21.71 are investigated. The concept of circular section for the drain has been used purposefully to analyise the results using Authors non-linear theory
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Conference papers on the topic "Remolded clay"

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Thompson, Mark J., and Daniel R. VandenBerge. "Shear Strength of Remolded and Compacted Beaumont Clay." In Geotechnical Frontiers 2017. American Society of Civil Engineers, 2017. http://dx.doi.org/10.1061/9780784480472.009.

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Valle, Celestino, and Kenneth H. Stokoe. "Laboratory Measurements of the Dynamic Properties of Intact and Remolded Offshore Clays From Campeche Bay." In ASME 2003 22nd International Conference on Offshore Mechanics and Arctic Engineering. ASMEDC, 2003. http://dx.doi.org/10.1115/omae2003-37248.

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Comparisons of the dynamic properties of intact and remolded offshore clay specimens has been carried out. The clay specimens were obtained from Campeche Bay, offshore Mexico. Combined resonant column and torsional shear (RCTS) equipment at the University of Texas at Austin was used to determine the dynamic soil properties. Each soil specimen was tested twice, first in the intact condition and second as remolded material. Remolding was done by kneading the intact material and then reforming the specimen by compacting in a mold. The effects on the dynamic properties, expressed by shear modulus
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Li, Shanmei, Zhikui Liu, Xiong Zhang, and Chunmei Mu. "Effect of Acid Rain on the Disintegration of Remolded Red Clay." In Eighth International Conference on Case Histories in Geotechnical Engineering. American Society of Civil Engineers, 2019. http://dx.doi.org/10.1061/9780784482131.012.

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He, Ying-Cheng, Shang-Zhun Huang, Yue Gui, Zhen-Xing Zhu, and Zhi-Bin Ding. "Effect of fiber materials on tensile properties of remolded red clay." In 2021 7th International Conference on Hydraulic and Civil Engineering & Smart Water Conservancy and Intelligent Disaster Reduction Forum (ICHCE & SWIDR). IEEE, 2021. http://dx.doi.org/10.1109/ichceswidr54323.2021.9656452.

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Jeevanantham, V. "Empirical Modeling on Swell Pressure of Clay using Index Properties." In Sustainable Materials and Smart Practices. Materials Research Forum LLC, 2022. http://dx.doi.org/10.21741/9781644901953-46.

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Abstract. Expansive soils undergo volume expansion, when it gains moisture content. Light structures constructed on this type of soil will be lifted by the upward swell pressure. Swelling characteristics decides the degree of safety of structures resting on expansive soil strata. Predicting the swell pressure of the soil consumes nearly 5 days of time (variable with respect to soil potential) in the laboratory as well as needs expensive testing setup. In our study, a correlation is proposed to develop for swell pressure using the index properties of soils namely liquid limit and plastic limit,
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Castro, Raúl Nava, Jean M. E. Audibert, Willard DeGroff, Kuat C. Gan, and Paul Ruckman. "Variation of Mechanical Properties of Soft Marine Clay With Methane Gas Content." In ASME 2013 32nd International Conference on Ocean, Offshore and Arctic Engineering. American Society of Mechanical Engineers, 2013. http://dx.doi.org/10.1115/omae2013-10800.

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To quantify the effects of methane gas on mechanical properties of soft marine clay, an exhaustive laboratory testing program was developed using zeolite to uniformly disseminate gas bubbles inside the clay matrix. Results from controlled rate-of-strain (CRS) tests indicated that as the gas content increases, there is a reduction in the interpreted preconsolidation pressure, although the rigidity of the clay with more gas increased throughout the test. Minivane test results indicated that the undisturbed shear strength decreases as the amount of methane gas increases, while the residual and re
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Liu, Huixin, Guohui Xu, Qingpeng Zhao, Xin Wang, and Yueqian Yu. "Experimental Study on Strength Weakening of Silty Soil of Subaqueous Yellow River Delta Under Cyclic Loadings." In ASME 2010 29th International Conference on Ocean, Offshore and Arctic Engineering. ASMEDC, 2010. http://dx.doi.org/10.1115/omae2010-20769.

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Silty soil seabed of Yellow River Delta is prone to sliding and liquefaction, which usually leads to geological hazards including landslides of seabed and failures of marine structures. The failure of silty soil is closely correlated with its strength change induced by wave actions. In this paper, silty soil samples of various clay contents were prepared, and cyclic triaxial experiments modeling wave actions were carried out on the samples to study the relationship between cyclic shear stress and number of cycles of silty soil taken from Subaqueous Yellow River Delta. Research results indicate
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Jin, Joe, Jean M. Audibert, and Wan C. Kan. "Practical Design Process for Flowlines With Lateral Buckling." In ASME 2010 29th International Conference on Ocean, Offshore and Arctic Engineering. ASMEDC, 2010. http://dx.doi.org/10.1115/omae2010-20478.

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In the past decade, lateral buckling has received growing attention in flowline design. Joint Industry Projects (JIPs) have led to publications of design guidelines, such as the SAFEBUCK design guideline and DNV recommended practice F110. Safe design of flowlines with lateral buckling involves complex considerations. Inadequate or late recognition of such complexities often results in major impacts on project execution. Experience gained in recent projects allowed us to improve the design process and design methods with incorporation of practical considerations. This paper presents three key a
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de Souza Pinto Pereira, Adriano, Camiel van Hooff, Milton Pereira, et al. "Laser metal deposition strategies for repairing flat and notched substrates made of Ni-based single crystalline superalloys." In ICALEO 2018: 37th International Congress on Applications of Lasers & Electro-Optics. Laser Institute of AmericaLIA, 2018. https://doi.org/10.2351/7.0004060.

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Laser metal deposition, or laser cladding, has been applied to the repair and manufacture of turbine blades as well as other superalloy components. In some cases, these applications can lower parts manufacturing and maintenance costs, or even increase engine efficiency; therefore, they attract considerable interest from the aerospace industry. However, the single crystalline (SX) repair of Ni-based superalloy parts is still a technology under development. Recent works aimed to understand the solidification phenomena present in a laser-formed melt pool or to achieve SX-depositions through epita
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Boukpeti, Nathalie, David White, Mark Randolph, and Han Eng Low. "Characterization of the Solid-Fluid Transition of Fine-Grained Sediments." In ASME 2009 28th International Conference on Ocean, Offshore and Arctic Engineering. ASMEDC, 2009. http://dx.doi.org/10.1115/omae2009-79738.

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Characterization of the strength of fine-grained sediments as they evolve from an intact seabed material to a remolded debris flow is essential to adequately model submarine landslides and their impact on pipelines and other seabed infrastructure. In the current literature, two distinct approaches for modelling this material behavior have been considered. In the soil mechanics approach, fine-grained soils are characterized by the undrained shear strength, su. The critical state framework proposes a relation between su and the water content, or void ratio of the soil. In addition, rate effects
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