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Статті в журналах з теми "Soil-cement element"
Hary Yanto, Fendi, Yusep Muslih Purwana, and Niken Silmi Surjandari. "Finite Element Method (FEM) of Rigid Pavement Laid on Soft Soil Stabilized with Soil Cement Column." Applied Mechanics and Materials 845 (July 2016): 83–88. http://dx.doi.org/10.4028/www.scientific.net/amm.845.83.
Повний текст джерелаWu, Tianyue, Zhaohua Sun, Wanxia Tan, Cauderty Munashe Kasu, and Jian Gong. "Response of vertically-loaded pile in spatially-variable cement-treated soil." PLOS ONE 17, no. 4 (April 13, 2022): e0266975. http://dx.doi.org/10.1371/journal.pone.0266975.
Повний текст джерелаMa, Jun Qing, and You Xi Wang. "Study on the Relationship between Soil-Cement Parameters and Unconfined Compressive Strength." Advanced Materials Research 255-260 (May 2011): 4012–16. http://dx.doi.org/10.4028/www.scientific.net/amr.255-260.4012.
Повний текст джерелаKrysan, Vitalii, Volodymyr Krysan, Volodymyr Petrenko, Oleksii Tiutkin, and Volodymyr Andrieiev. "Improving the safety of railway subgrade when it is strengthened using soil-cement elements." MATEC Web of Conferences 294 (2019): 03006. http://dx.doi.org/10.1051/matecconf/201929403006.
Повний текст джерелаZuievska, Natalia, Liubov Shaidetska, and Valentina Gubashova. "IMPACT OF VARYING PROPERTIES OF GEOLOGICAL ENVIRONMENT ON THE FORMATION OF LOADS AT SHALLOW-LAYING UNDERGROUND STRUCTURES." Geoengineering, no. 3 (December 14, 2020): 13–19. http://dx.doi.org/10.20535/2707-2096.3.2020.219322.
Повний текст джерелаDing, Fei, Lei Song, and Fengtian Yue. "Study on Mechanical Properties of Cement-Improved Frozen Soil under Uniaxial Compression Based on Discrete Element Method." Processes 10, no. 2 (February 8, 2022): 324. http://dx.doi.org/10.3390/pr10020324.
Повний текст джерелаWang, Li Feng. "Orthogonal Test and Multi-Element Linear Regression Analysis of Compressive Strength of Nanometer Silicon Cemented Soil." Advanced Materials Research 317-319 (August 2011): 34–41. http://dx.doi.org/10.4028/www.scientific.net/amr.317-319.34.
Повний текст джерелаJeong, Sang-Guk. "Numerical Modeling of Soil-Cement based on Discrete Element Method." Journal of the Korean Geosynthetic Society 15, no. 4 (December 30, 2016): 33–42. http://dx.doi.org/10.12814/jkgss.2016.15.4.033.
Повний текст джерелаPiriyakul, Keeratikan. "Using Shear Wave Velocity to Assess the Stiffness of Soil-Cement-Fly Ash." Applied Mechanics and Materials 459 (October 2013): 115–18. http://dx.doi.org/10.4028/www.scientific.net/amm.459.115.
Повний текст джерелаRasouli, Habib, Hana Takhtfirouzeh, Abbasali Taghavi Ghalesari, and Roya Hemati. "Bearing Capacity Improvement of Shallow Foundations Using Cement-Stabilized Sand." Key Engineering Materials 723 (December 2016): 795–800. http://dx.doi.org/10.4028/www.scientific.net/kem.723.795.
Повний текст джерелаДисертації з теми "Soil-cement element"
Kamalzare, Soheil. "Performance of Columnar Reinforced Ground during Seismic Excitation." Diss., Virginia Tech, 2017. http://hdl.handle.net/10919/74876.
Повний текст джерелаPh. D.
Губашова, Валентина Євгенівна. "Обґрунтування раціональних технологічних параметрів струменевої цементації в складних геотехнічних умовах". Doctoral thesis, Київ, 2021. https://ela.kpi.ua/handle/123456789/40256.
Повний текст джерелаFoppa, Diego. "Novo método para cálculo da capacidade de carga de fundações superficiais assentes sobre camada de reforço em solo cimento." reponame:Biblioteca Digital de Teses e Dissertações da UFRGS, 2016. http://hdl.handle.net/10183/156817.
Повний текст джерелаRecent researches have shown that the use of soil-cement reinforcement layer is an alternative to increase bearing capacity and reduce settlements of shallow foundations in low resistance soils. The existing methods for predicting bearing capacity of double layer systems implicitly assume that the top layer is continuous or sufficiently greater than the foundation width. This study aims to develop a new method for bearing capacity calculation of shallow foundations supported by a soil-cement reinforcing layer, considering its lateral extension. Therefore, small scale tests of continuous foundations on a loose sandy soil, as well as, numerical analysis by the finite element method were carried out. It was observed two distinct types of failure. In the first, the reinforcement layer is punched through the sandy soil, without showing any cracking, up to a settlement which corresponds to the sand bearing capacity. In the second, after an initial settlement, the reinforcement layer breaks up, showing a fissure, which may be located near the edge or the axis of foundation, and propagates upward as the settlements continues. It was found that the maximum tensile stress in the reinforcement layer is a function of soil reaction on the reinforcement and the ratio Tr/Hr, where Tr is the horizontal distance between the edge of the foundation and the edge soil-cement layer and Hr is the thickness of the soil-cement layer. From these observations, it was developed a new calculation method, with the assumption that the failure occurs in the soil and not in the reinforcement layer. Thus, it is possible to calculate the bearing capacity considering that foundation and reinforcement act as a single element, supported at the same depth of the reinforcement base. In order to design the soil-cement layer, an equation for the maximum tensile stress prediction is provided.
Uday, Vyas V. "Studies On Shear Bond Strength - Masonry Compressive Strength Relationship And Finite Element Model For Prediction Of Masonry Compressive Strength." Thesis, 2006. http://hdl.handle.net/2005/462.
Повний текст джерелаЧастини книг з теми "Soil-cement element"
Piriyakul, Keeratikan, and Janjit Iamchaturapatr. "Deep Soil Mixing Method for the Bio-cement by Means of Bender Element Test." In Advances in Laboratory Testing and Modelling of Soils and Shales (ATMSS), 375–81. Cham: Springer International Publishing, 2017. http://dx.doi.org/10.1007/978-3-319-52773-4_44.
Повний текст джерелаDas, Soumalya, Shrikant D. Mishra, Apurba Mondal, R. N. Sarangi, Raghupati Roy, and Arvind Shrivastava. "Finite Element Simulation of Vertical Pile Load Tests for Piles Casted Partly in Soil Cement and Natural Alluvium Soil Deposits." In Lecture Notes in Civil Engineering, 477–92. Singapore: Springer Singapore, 2022. http://dx.doi.org/10.1007/978-981-16-5669-9_39.
Повний текст джерелаBredenberg, Phung Due Long &. Håkan. "Deep excavations with soil stabilised by lime-cement columns – A parameter study using finite element method." In Dry Mix Methods for Deep Soil Stabilization, 201–6. Routledge, 2017. http://dx.doi.org/10.1201/9781315141466-24.
Повний текст джерелаBaker, S. "Numerical analysis of load distribution between lime/cement columns and surrounding soil using finite element method." In Dry Mix Methods for Deep Soil Stabilization, 215–20. Routledge, 2017. http://dx.doi.org/10.1201/9781315141466-26.
Повний текст джерелаOuyang, Y., L. Pelecanos, and K. Soga. "Finite-element modelling of thermo-mechanical soil-structure interaction in a thermo-active cement column buried in London Clay." In Numerical Methods in Geotechnical Engineering IX, 781–86. CRC Press, 2018. http://dx.doi.org/10.1201/9781351003629-98.
Повний текст джерелаHussaini Jagaba, Ahmad, Shamsul Rahman Mohamed Kutty, Gasim Hayder Ahmed Salih, Azmatullah Noor, Mohammad Fakhuma Ubaidillah bin Md Hafiz, Nura Shehu Aliyu Yaro, Anwar Ameen Hezam Saeed, Ibrahim Mohammed Lawal, Abdullahi Haruna Birniwa, and Abdullahi Usman Kilaco. "Palm Oil Clinker as a Waste by-Product: Utilization and Circular Economy Potential." In Elaeis guineensis [Working Title]. IntechOpen, 2021. http://dx.doi.org/10.5772/intechopen.97312.
Повний текст джерелаТези доповідей конференцій з теми "Soil-cement element"
Kasbergen, C., Y. Zhao, A. Scarpas, and X. Liu. "3 D Finite Element Analysis of Pavement Constructed on Cement Stabilized Soil-Walls with a New Friction Interface Element." In GeoShanghai International Conference 2006. Reston, VA: American Society of Civil Engineers, 2006. http://dx.doi.org/10.1061/40866(198)35.
Повний текст джерелаVeselý, Jakub, Petr Pánek, and Ludvík Vébr. "Thermo – mechanical model of concrete pavement in hardening phasis." In 6th International Conference on Road and Rail Infrastructure. University of Zagreb Faculty of Civil Engineering, 2021. http://dx.doi.org/10.5592/co/cetra.2020.1032.
Повний текст джерелаCantinelli Sevillano, Lucas, Jesus De Andrade, Milan Stanko, and Sigbjørn Sangesland. "Subsea Wellhead Fatigue Analysis With Focus on Thermal Conditions." In ASME 2016 35th International Conference on Ocean, Offshore and Arctic Engineering. American Society of Mechanical Engineers, 2016. http://dx.doi.org/10.1115/omae2016-54088.
Повний текст джерелаAronsen, Kristoffer H., Sergey Kuzmichev, Guttorm Grytøyr, Kathrine Gregersen, Finn Kirkemo, and Lorents Reinås. "Analysis Approach for Estimating Wellhead Fatigue." In ASME 2018 37th International Conference on Ocean, Offshore and Arctic Engineering. American Society of Mechanical Engineers, 2018. http://dx.doi.org/10.1115/omae2018-77214.
Повний текст джерелаKasali, Gyimah, and Osamu Taki. "Design and Construction Aspects of Soil Cement Columns as Foundation Elements." In Third International Conference on Grouting and Ground Treatment. Reston, VA: American Society of Civil Engineers, 2003. http://dx.doi.org/10.1061/40663(2003)27.
Повний текст джерелаBohan, Paul, and Donogh Lang. "Advancements in Deepwater Drilling Riser Modelling." In ASME 2014 33rd International Conference on Ocean, Offshore and Arctic Engineering. American Society of Mechanical Engineers, 2014. http://dx.doi.org/10.1115/omae2014-24108.
Повний текст джерелаCirstian, Felicia, Jason Patrick Sauter, Constantin Vintila, Gheorghe Albulescu, Cosmin Constantin Badescu, and Maximilian Ene. "Remediating a Landslide Affected Well for Subsequent Abandonment - Challenges Overcome and Solutions Applied." In Abu Dhabi International Petroleum Exhibition & Conference. SPE, 2021. http://dx.doi.org/10.2118/207491-ms.
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