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Littérature scientifique sur le sujet « Bangkok Clay »

Auteur : Grafiati

Publié le 9 mars 2023

Mis à jour le 31 juillet 2025

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Articles de revues sur le sujet "Bangkok Clay"

Ratananikom, Wanwarang, Siam Yimsiri, Fumihiko Fukuda, and Suched Likitlersuang. "Failure Surface and Plastic Potential in Deviatoric Plane of Bangkok Clay." Applied Mechanics and Materials 256-259 (December 2012): 256–60. http://dx.doi.org/10.4028/www.scientific.net/amm.256-259.256.

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This paper presents an experimental investigation on the failure surface and plastic potential in deviatoric plane of Bangkok Clay. The results of torsional shear hollow cylinder and triaxial tests with various principal stress directions and magnitudes of intermediate principal stress on undisturbed Bangkok Clay specimens are presented. The obtained stress-strain behaviors assert clear evidences of anisotropic characteristics of Bangkok Clay. Both failure surface and plastic potential in deviatoric plane of Bangkok Clay are demonstrated as isotropic and of circular shape (Drucker-Prager type)

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Tanaka, Hiroyuki, Jacques Locat, Satoru Shibuya, Tan Thiam Soon, and Dinesh R. Shiwakoti. "Characterization of Singapore, Bangkok, and Ariake clays." Canadian Geotechnical Journal 38, no. 2 (2001): 378–400. http://dx.doi.org/10.1139/t00-106.

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A soil investigation was carried out at two sites in Singapore and Bangkok, Southeast Asia, and the results were compared with those from a site in Ariake, Japan. Soil samples at all the sites were retrieved using the Japanese sampling method to nullify the effect of sampling on sample quality. From the laboratory tests, consolidation characteristics and undrained shear strength were measured. In addition to the mechanical tests, X-ray diffraction and scanning electron microscope tests were carried out to identify clay minerals and to study their microstructure. Great differences in physical a

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Abuel-Naga, H. M., D. T. Bergado, A. Bouazza, and G. V. Ramana. "Volume change behaviour of saturated clays under drained heating conditions: experimental results and constitutive modeling." Canadian Geotechnical Journal 44, no. 8 (2007): 942–56. http://dx.doi.org/10.1139/t07-031.

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One of the essential features of thermomechanical behaviour of saturated fine-grained soils is the thermally induced volume change occurring under a drained heating condition. In this study, a modified oedometer apparatus, able to handle temperatures up to 100 °C, was used to investigate the thermally induced volume change behaviour of soft Bangkok clay. The results of this experimental study provide additional experimental evidence and insights that may enhance the understanding of volume change behaviour of saturated clays at elevated temperatures. This paper also introduces an isotropic the

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Horpibulsuk, Suksun, Satoru Shibuya, Kittitep Fuenkajorn, and Wanchai Katkan. "Assessment of engineering properties of Bangkok clay." Canadian Geotechnical Journal 44, no. 2 (2007): 173–87. http://dx.doi.org/10.1139/t06-101.

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Due to the effect of structure, Bangkok clay is stable in a metastable state. Its void ratio, e, is the summation of the void ratio sustained by the intrinsic fabric, eR, and the additional void ratio due to the structure, es. The intrinsic state line (eR versus log σ′v, where σ′v is the effective vertical stress) is developed in terms of the void ratio at the liquid limit, eL. At the post-yield state, es is inversely proportional to σ′v. The residual additional void ratio, esr, which cannot be eliminated by the increase in effective vertical stress, is constant at about 0.20 for soft Bangkok

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Chao, Kuo Chieh, Tanawoot Kongsung, and Krit Saowiang. "Effect of Vehicle Cyclic Loading on the Failure of Canal Embankment on Soft Clay Deposit." Geosciences 14, no. 6 (2024): 163. http://dx.doi.org/10.3390/geosciences14060163.

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Road embankments along irrigation canals, constructed on soft Bangkok clay, have always been unstable. Numerous studies have shown that rapid drawdown of water level may be one of the main causes, while vehicle cyclic loading may also contribute to embankment failure. This study aims to investigate the impact of vehicle loading on the failure of embankments built on Bangkok soft clay. The behavior of soft Bangkok clay under vehicle load has been investigated by employing conventional and dynamic triaxial techniques, and finite element method (FEM). This study also examined the effects of soft

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Seah, Tian Ho, Note Sangtian, and Io Chong Chan. "Vane Shear Behavior of Soft Bangkok Clay." Geotechnical Testing Journal 27, no. 1 (2004): 1–10. http://dx.doi.org/10.1520/gtj11193.

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David Suits, L., TC Sheahan, TH Seah, N. Sangtian, and IC Chan. "Vane Shear Behavior of Soft Bangkok Clay." Geotechnical Testing Journal 27, no. 1 (2004): 11193. http://dx.doi.org/10.1520/gtj11266j.

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David Suits, L., TC Sheahan, TH Seah, and S. Koslanant. "Anisotropic Consolidation Behavior of Soft Bangkok Clay." Geotechnical Testing Journal 26, no. 3 (2003): 10174. http://dx.doi.org/10.1520/gtj11300j.

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Piriyakul, Keeratikan. "Strength Development of Soft Bangkok Clay Mixed with Cement." Advanced Materials Research 813 (September 2013): 391–94. http://dx.doi.org/10.4028/www.scientific.net/amr.813.391.

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This paper presents the experimental study on the strength development of soft Bangkok clay mixed with the Portland cement type 1. The soft Bangkok clay samples were mixed with 20% by weigh of Portland cement type 1 and cured for 3, 7, 14 and 28 days. Then, these samples were performed the bender element and the unconfined compression tests. The research found the relationship between Vs, G0, Su and time with the maximum values of Vs of 378.79 m/s, G0 of 224.72 MPa and Su of 403.23 kPa respectively. Moreover, the research found that Vs and G0 were directly proportional to Su.

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Julphunthong, Phongthorn, Thanet Thongdetsri, and Thanakorn Chompoorat. "Stabilization of Soft Bangkok Clay Using Portland Cement and Calcium Sulfoaluminate-Belite Cement." Key Engineering Materials 775 (August 2018): 582–88. http://dx.doi.org/10.4028/www.scientific.net/kem.775.582.

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The present study investigates the mechanical properties of soft Bangkok clay which was stabilized by ordinary Portland cement and calcium sulfoaluminate-belite (CSAB) cement. The CSAB cement was synthesized by using several types of industrial waste materials such as marble dust waste and flue gas desulfurization gypsum. The raw materials were mixed in designed proportion and calcined at 1,250 °C for 2 hours. The X-ray diffraction patterns suggested the clinker consists of ~58% of ye'elimite and ~35% of belite. The slurry soft Bangkok clay with liquidity index of 1.0, 1.3 and 1.5 was stabiliz

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Thèses sur le sujet "Bangkok Clay"

Likitlersuang, Suched. "A hyperplasticity model for clay behaviour : an application to Bangkok clay." Thesis, University of Oxford, 2003. http://ora.ox.ac.uk/objects/uuid:56dbe556-c58b-439f-b8fa-9e092f139309.

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The main purpose of this thesis is the development of a new constitutive soil model emphasising the use of thermodynamic principles. This new approach to plasticity modelling, termed ‘hyperplasticity’, was first developed by Collins and Houlsby (1997) and Houlsby and Puzrin (2000). This idea has been further extended to continuous hyperplasticity in which smooth transitions between elastic and plastic behaviour can be modelled (Puzrin and Houlsby, 2001b). Applying hyperplasticity to this research, a kinematic hardening model specified by means of two scalar functionals is used to accommodate t

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NEGRI, MAURO PIETRO. "L'evoluzione olocenica della Lower Central Plain di Bangkok (Tailandia) sulla base delle faune fossili a molluschi." Doctoral thesis, Università degli Studi di Milano, 2002. http://hdl.handle.net/10281/57180.

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Fossil molluscan assemblages are analyzed in order to reconstruct the evolution of the Northern Gulf of Thailand during Holocene. The marine sediments (Bangkok Clay Formation) of the Lower Central Plain of Bangkok and the coastal plain of Phetchaburi were sampled in 16 localities, obtaining fossil shells whose 14C ages range from 9000 to 2000 years BP. A statistical treatment of abundance data returned four major groups, namely the Dendostrea rosacea association (intertidal mud), the Corbula fortisulcata - Mactra luzonica association (shallow infralittoral sandy mud), the Nuculana mauritiana

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Petchgate, W. "The design and behaviour of cement column in soft Bangkok clay." Thesis, 2004. https://eprints.utas.edu.au/21190/1/whole_PetchgateWarapot2004_thesis.pdf.

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This thesis involves a general review of deep soil treatment methods, which leads to a detailed review of cement columns as cost effective medium depth foundations. A field study involving, the improvement of soft Bangkok clay by cement jet grouting was undertaken using cement columns in the range of 5m to 15m. The columns were loaded to ultimate to obtain data for verification of the design process. Subsequent to testing the columns were cored to allow correlation between mix design and in situ column behaviour. It was found that the existing design process was inadequate due to high variat

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Livres sur le sujet "Bangkok Clay"

Duangratana, Songsawasdi. Research associated with foundation improvement for road construction on soft Bangkok clay. Dept. of Highways, Ministry of Transport and Communications, 1993.

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Lizada, Rogelio L. Sang-awun sa Dabaw: Dinabaw term for once upon a time in Davao, 1848-1950's : a collection of stories about Davao and the Alzate-Bustamante-Suazo-Bangoy clan, one of the original settlers of Davao in 1848. Rogelio L. Lizada, 2002.

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Chapitres de livres sur le sujet "Bangkok Clay"

Bergado, D. T., and K. Y. Kang. "Improvement of dispersive soils by mixing with Bangkok clay or bentonite." In Environmental Geotechnics and Problematic Soils and Rocks. CRC Press, 2021. http://dx.doi.org/10.1201/9781003211051-47.

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Bergado, Dennes T., Salisa Chaiyaput, and Pitthaya Jamsawang. "Full-Scale Embankment in Soft Bangkok Clay Using Jet Grouted Cement Mixing Piles." In Developments in Geotechnical Engineering. Springer Nature Singapore, 2022. http://dx.doi.org/10.1007/978-981-19-3322-6_6.

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Bergado, D. T., P. V. Long, C. H. Lee, K. H. Loke, and G. Werner. "Performance of reinforced embankment on soft Bangkok clay with high strength geotextile reinforcement." In Developments in Geotechnical Engineering. CRC Press, 2021. http://dx.doi.org/10.1201/9781003211013-54.

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Karki, Bipin Singh, Kuo Chieh Chao, Suman Manandhar, and Ricky K. N. Wong. "Prediction of undrained shear strength in soil-cement columns constructed with dry mixing method for Bangkok soft clay." In Smart Geotechnics for Smart Societies. CRC Press, 2023. http://dx.doi.org/10.1201/9781003299127-91.

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Teparaksa, Wanchai. "Prediction of movement and behavior of sheet pile wall for deep braced cut excavation in soft Bangkok clay." In Developments in Geotechnical Engineering. CRC Press, 2021. http://dx.doi.org/10.1201/9781003211013-47.

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Saowapakpiboon, J., D. T. Bergado, J. C. Chai, N. Kovittayanon, and T. P. de Zwart. "Vacuum-PVD Combination with Embankment Loading Consolidation in Soft Bangkok Clay: A Case Study of the Suvarnabhumi Airport Project." In Geosynthetics in Civil and Environmental Engineering. Springer Berlin Heidelberg, 2008. http://dx.doi.org/10.1007/978-3-540-69313-0_83.

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Piriyakul, K., and S. Pochalard. "Using Shear Wave Velocity to Determine the Cementation Effect of Soft Bangkok Clay Mixed with Cement and Fly Ash." In Springer Series in Geomechanics and Geoengineering. Springer Berlin Heidelberg, 2013. http://dx.doi.org/10.1007/978-3-642-32492-5_40.

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Wolf, Stewart, John G. Bruhn, Brenda P. Egolf, Judith Lasker, Billy U. Philips, and Remsen Wolff. "Mortality in Roseto and Adjacent Bangor, 1935–1985." In The Power of Clan. Routledge, 2021. http://dx.doi.org/10.4324/9780429339271-5.

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Yimsiri S., Ratananikom W., and Likitlersuang S. "Investigation of some anisotropic characteristics of Bangkok Clay." In Proceedings of the 17th International Conference on Soil Mechanics and Geotechnical Engineering. IOS Press, 2009. https://doi.org/10.3233/978-1-60750-031-5-1068.

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Some anisotropic properties of Bangkok Clay are investigated in the laboratory using advanced triaxial apparatus and in the field by self-boring pressuremeter. The triaxial apparatus incorporates local axial &amp; radial strain measurement systems and bender element system. Isotropically consolidated undrained triaxial compression tests are performed on both vertically- and horizontally-cut undisturbed specimens. The anisotropic characteristics of interest are (i) deformation during isotropic consolidation, (ii) small-strain shear modulus, and (iii) modulus during undrained compression she

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Likitlersuang S. and Chompoorat T. "Non-linear viscous behaviour of undrained Bangkok clay." In Proceedings of the 17th International Conference on Soil Mechanics and Geotechnical Engineering. IOS Press, 2009. https://doi.org/10.3233/978-1-60750-031-5-630.

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In Newtonian mechanics, shear resistance of material is assumed to be linear proportion to shear rate, in which the proportional constant is defined as a coefficient of viscosity. However, the rate-dependent or viscous behaviour of soil can not simply assume to be linear, but it can be explained using Rate Process Theory (Mitchell and Soga, 2005). The rate effect on shear strength of soil and creep settlement are two well-known examples of the viscous behaviour of soil. In addition, Vaid and Campanella (1977) have shown an experimental evidence of the rate effect on the shear strength of Haney

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Actes de conférences sur le sujet "Bangkok Clay"

Abuel-Naga, Hossam M., Dennes T. Bergado, and Abdelmalek Bouazza. "Thermal Conductivity of Soft Bangkok Clay." In GeoCongress 2008. American Society of Civil Engineers, 2008. http://dx.doi.org/10.1061/40972(311)133.

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Giao, P. H., and D. H. Hien. "Shallow Exploration of Bangkok Clay Using Multiple Square Arrays." In The 11th International Symposium on Recent Advances in Exploration Geophysics (RAEG 2007). European Association of Geoscientists & Engineers, 2007. http://dx.doi.org/10.3997/2352-8265.20140094.

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Makararotrit, Watthana, Sompote Youwai, and Patchara Rodpol. "Deformation Characteristics of Cement Treated Pasak Clay and Bangkok Clay with Different Stress Path." In The 4th World Congress on Civil, Structural, and Environmental Engineering. Avestia Publishing, 2019. http://dx.doi.org/10.11159/icgre19.192.

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Saowapakpiboon, J., D. T. Bergado, S. Artidteang, S. T. Montalbo, and N. Teerachaikulpanich. "PVD Enhancement with Vacuum Pressure for Soft Bangkok Clay Improvement." In International Symposium on Ground Improvement Technologies and Case Histories. Research Publishing Services, 2009. http://dx.doi.org/10.3850/gi192.

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Chaosittichai, Gong, and Pongpipat Anantanasakul. "Full-Scale Lateral Load Tests of Driven Piles in Bangkok Clay." In IFCEE 2018. American Society of Civil Engineers, 2018. http://dx.doi.org/10.1061/9780784481578.032.

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Pokpong, Sathaporn. "Nonlinear Response of Passively Loaded Piles Founded in Soft Bangkok Clay." In GeoHunan International Conference 2009. American Society of Civil Engineers, 2009. http://dx.doi.org/10.1061/41044(351)19.

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Kim, Van Nei, and Pham Huy Giao. "Experimental determination of the electroosmotic conductivity of Bangkok marine soft clay." In The 14th SEGJ International Symposium, Online, 18–21 October 2021. Society of Exploration Geophysicists and Society of Exploration Geophysicists of Japan, 2021. http://dx.doi.org/10.1190/segj2021-050.1.

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Trani, Laricar Dominic O., Dennes T. Bergado, and Hossam M. Abuel-Naga. "Thermal Effects on Undrained Shear Strength of Normally Consolidated Soft Bangkok Clay." In GeoCongress 2008. American Society of Civil Engineers, 2008. http://dx.doi.org/10.1061/40972(311)134.

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Sangprasat, K., R. Onsibut, P. Barbier, F. Levitre, B. Amante, and P. H. Giao. "Determination of Shallow Ground Water Table in the Bangkok Clay using Seismic Refraction." In 3rd Asia Pacific Meeting on Near Surface Geoscience & Engineering. European Association of Geoscientists & Engineers, 2020. http://dx.doi.org/10.3997/2214-4609.202071093.

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Rujikiatkamjorn, Cholachat, Buddhima Indraratna, and Dennes T. Bergado. "3D Numerical Modeling of Hexagonal Wire Mesh Reinforced Embankment on Soft Bangkok Clay." In GeoCongress 2012. American Society of Civil Engineers, 2012. http://dx.doi.org/10.1061/9780784412121.232.

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