nach oben

International Journal of Geosynthetics and Ground Engineering

Erschienen in:

01.12.2023 | Case Study

Cement Admixed Clay Columns as a Solution for River Wall Stability Problems: A Case Study of Pasak River

verfasst von: Watthana Makararotrit, Sompote Youwai

Erschienen in: International Journal of Geosynthetics and Ground Engineering | Ausgabe 6/2023

Einloggen

Aktivieren Sie unsere intelligente Suche, um passende Fachinhalte oder Patente zu finden.

search-config

KI-gestützte Suche

Aus

Abstract

This paper presents a case study of river wall reinforcement by soil–cement columns using deep cement mixing method. The study includes the selection of the best method among alternatives using alternative hierarchy process, the description of the construction technique, the evaluation of the engineering properties of soil–cement, and the finite element simulation of soil–cement and wall performance. The results show that ground improvement by cement admixed clay with sheet pile facing was the most suitable method for this case. The stress–strain behavior of soil–cement was obtained from triaxial compression tests with loading and unloading cycles on laboratory remixed samples. The parameter optimization indicated that the Mohr–Coulomb Model was better than the UBC Sand Model and the Hardening Soil Model for simulating soil–cement behavior. The 3D finite element analysis using the optimized parameters accurately predicted the river wall response under different stress path.

Vorheriger Artikel Deformative Response of Sheltering Structures Under the Debris Flow Impact

Nächster Artikel A Sanding Technique to Improve the Pullout Behavior of Geogrids

Sie haben noch keine Lizenz? Dann Informieren Sie sich jetzt über unsere Produkte:

Springer Professional "Wirtschaft+Technik"

Online-Abonnement

Mit Springer Professional "Wirtschaft+Technik" erhalten Sie Zugriff auf:

über 102.000 Bücher
über 537 Zeitschriften

aus folgenden Fachgebieten:

Automobil + Motoren
Bauwesen + Immobilien
Business IT + Informatik
Elektrotechnik + Elektronik
Energie + Nachhaltigkeit
Finance + Banking
Management + Führung
Marketing + Vertrieb
Maschinenbau + Werkstoffe
Versicherung + Risiko

Jetzt Wissensvorsprung sichern!

Jetzt informieren

Springer Professional "Technik"

Online-Abonnement

Mit Springer Professional "Technik" erhalten Sie Zugriff auf:

über 67.000 Bücher
über 390 Zeitschriften

aus folgenden Fachgebieten:

Automobil + Motoren
Bauwesen + Immobilien
Business IT + Informatik
Elektrotechnik + Elektronik
Energie + Nachhaltigkeit
Maschinenbau + Werkstoffe

Jetzt Wissensvorsprung sichern!

Jetzt informieren

Springer Professional "Wirtschaft"

Online-Abonnement

Mit Springer Professional "Wirtschaft" erhalten Sie Zugriff auf:

über 67.000 Bücher
über 340 Zeitschriften

aus folgenden Fachgebieten:

Bauwesen + Immobilien
Business IT + Informatik
Finance + Banking
Management + Führung
Marketing + Vertrieb
Versicherung + Risiko

Jetzt Wissensvorsprung sichern!

Jetzt informieren

Kitazume M, Terashi M (2013) The deep mixing method. 1st edition, USA, CRC press. https://www.routledge.com/The-Deep-Mixing-Method/Kitazume-Terashi/p/book/9781138075795. Accessed 10 Apr 2023

Porbaha A (1998) State of the art in deep mixing technology: part I Basic concepts and overview. Proc Inst Civil Eng Ground Improv 2(2):81–92. https://doi.org/10.1680/gi.1998.020204CrossRef

Bruce DA (2001) Practitioner’s guide to the deep mixing method. Proc Inst Civ Eng Ground Improv 5(3):95–100. https://doi.org/10.1680/grim.2001.5.3.95CrossRef

Hino T, Jia R, Sueyoshi S, Harianto T (2012) Effect of environment change on the strength of cement/ lime treated clays. Front Struct Civ Eng 6(2):153–165. https://doi.org/10.1007/s11709-012-0153-yCrossRef

Bergado DT, Ruenkrairergsa T, Taesiri Y, Balasubramaniam AS (1999) Deep soil mixing used to reduce embankment settlement. Proc ICE Ground Improv 3(4):145–162. https://doi.org/10.1680/grim.1999.3.4.145CrossRef

Makararotrit W, Youwai S (2022) The application of deep mixing method for a river wall and finite element simulation. In: Proceeding of the 7th World Congress on Civil, Structural, and Environmental Engineering ICGRE 183. https://doi.org/10.11159/icgre22.183

Wang JH, Xu ZH, Wang WD (2010) Wall and ground movements due to deep excavations in shanghai soft soils. J Geotech Geoenviron Eng 136(7):985–994. https://doi.org/10.1061/(ASCE)GT.1943-5606.0000299CrossRef

Mun B, Kim T, Moon T, Oh J (2012) SCM wall in sand: Numerical simulation and design implications. Eng Geol 151:15–23. https://doi.org/10.1016/j.enggeo.2012.09.003CrossRef

Chen JJ, Zhang L, Zhang JF, Zhu YF, Wang JH (2013) Field tests, modification, and application of deep soil mixing method in soft clay. J Geotech Geoenviron Eng 139(1):24–34. https://doi.org/10.1061/(ASCE)GT.1943-5606.0000746CrossRef

10.

Voottipruex P, Jamsawang P, Sukontasukkul P, Jongpradist P, Horpibulsuk S, Chindaprasirt P (2019) Performances of SDCM and DCM walls under deep excavation in soft clay: field tests and 3D simulations. Soils Found 59(6):1728–1739. https://doi.org/10.1016/j.sandf.2019.07.012CrossRef

11.

Jamsawang P, Voottipruex P, Tanseng P, Jongpradist P, Bergado DT (2019) Effectiveness of deep cement mixing walls with top-down construction for deep excavations in soft clay: case study and 3D simulation. Acta Geotech 14(1):225–246. https://doi.org/10.1007/s11440-018-0660-7CrossRef

12.

Jamsawang P, Voottipruex P, Jongpradist P, Likitlersuang S (2021) Field and three-dimensional finite element investigations of the failure cause and rehabilitation of a composite soil-cement retaining wall. Eng Fail Anal. https://doi.org/10.1016/j.engfailanal.2021.105532CrossRef

13.

Waichita S, Jongpradist P, Schweiger HF (2020) Numerical and experimental investigation of failure of a DCM-wall considering softening behaviour. Comput Geotech 119:103380. https://doi.org/10.1016/j.compgeo.2019.103380CrossRef

14.

¨Oser C, Sayin B, (2021) Geotechnical assessment and rehabilitation of retaining structures collapsed partially due to environmental effects. Eng Fail Anal 119:104998. https://doi.org/10.1016/j.engfailanal.2020.104998CrossRef

15.

Voottipruex P, Suksawat T, Bergado DT, Jamsawang P (2011) Numerical simulations and parametric study of SDCM and DCM piles under full scale axial and lateral loads. Comput Geotech 38(3):318–329. https://doi.org/10.1016/j.compgeo.2010.11.006CrossRef

16.

Yapage NNS, Liyanapathirana DS, Kelly RB, Poulos HG, Leo CJ (2014) Numerical modeling of an embankment over soft ground improved with deep cement mixed columns: case history. J Geotech Geoenviron Eng 140(11):04014062. https://doi.org/10.1061/(asce)gt.1943-5606.0001165CrossRef

17.

Jamsawang P, Voottipruex P, Boathong P, Mairaing W, Horpibulsuk S (2015) Three-dimensional numerical investigation on lateral movement and factor of safety of slopes stabilized with deep cement mixing column rows. Eng Geol 188:159–167. https://doi.org/10.1016/j.enggeo.2015.01.017CrossRef

18.

Jamsawang P, Voottipruex P, Jongpradist P, Bergado DT (2015) Parameters affecting the lateral movements of compound deep cement mixing walls by numerical simulations and parametric analyses. Acta Geotech 10:797–812. https://doi.org/10.1007/s11440-015-0417-5CrossRef

19.

Ishizaka A, Labib A (2011) Review of the main developments in the analytic hierarchy process. Expert Syst Appl 38(11):14336–14345. https://doi.org/10.1016/j.eswa.2011.04.143CrossRef

20.

Farshad A, Zinck JA (2018) Keeping up with Soil Survey; Case studies of the PaSak valley in Thailand, Marvdasht and the Hamadan areas in Iran. ResearchGate.net, pp 1–24

21.

Makararotrit W (2003) Soil improvement by soil cement column for clays and clayey sand. M Eng Thesis, Chiang Mai University, Chiangmai, Thailand (in Thai)

22.

Makararotrit W, Youwai S, Rodpol P (2019) Deformation characteristics of cement treated Pasak clay and Bangkok clay with different stress path. In: Proceeding of the 4th World Congress on Civil, Structural, and Environmental Engineering ICGRE 192. https://doi.org/10.11159/icgre19.192

23.

Nakin S (2006) Strength and deformation characteristic of cement admixed clay at high water content. M. Eng. Thesis, King Mongkut′s University of Technology Thonburi, Bangkok, Thailand (in Thai)

24.

Horpibulsuk S (2001) Analysis and assessment of engineering behavior of cement stabilized clays. Ph.D. thesis, Saga University, Saga, Japan

25.

Horpibulsuk S, Suddeepong A, Suksiripattanapong C, Chinkulkijniwat A, Arulrajah A, Disfani MM (2014) Water-void to cement ratio identity of lightweight cellular-cemented material. J Mater Civ Eng 26(10):06014021. https://doi.org/10.1061/(ASCE)MT.1943-5533.0001110CrossRef

26.

Tatlioglu E, Ulker MBC, Lav MA (2018) Effect of Mean stress dependency of elastic soil moduli on the constitutive behavior of sand through UBCSAND. In: The 26th European Young Geotechnical Engineers Conference 1028:225–234. https://www.issmge.org/publications/publication/effect-of-mean-stress-dependency-of-elastic-soil-moduli-on-the-constitutive-behavior-of-sand-through-ubcsand. Accessed 10 Apr 2023

27.

Pal S, Wathugala GW, Kundu S (1996) Calibration of a constitutive model using genetic algorithms. Comput Geotech 19(4):325–348. https://doi.org/10.1016/S0266-352X(96)00006-7CrossRef

28.

Knabe T, Datcheva M, Lahmer T, Cotecchia F, Schanz T (2013) Identification of constitutive parameters of soil using an optimization strategy and statistical analysis. Comput Geotech 49:143–157. https://doi.org/10.1016/j.compgeo.2012.10.002CrossRef

29.

Knabe T, Schweiger HF, Schanz T (2012) Calibration of constitutive parameters by inverse analysis for a geotechnical boundary problem. Can Geotech J 49(2):170–183. https://doi.org/10.1139/t11-091CrossRef

30.

Gras JP, Sivasithamparam N, Karstunen M, Dijkstra J (2017) Strategy for consistent model parameter calibration for soft soils using multi-objective optimisation. Comput Geotech 90:164–175. https://doi.org/10.1016/j.compgeo.2017.06.006CrossRef

31.

Kennedy J, Eberhart R (1995) Particle swarm optimization. In: Proceeding of IEEE International Conference on Neural Networks 4:1942−1948. https://doi.org/10.1109/ICNN.1995.488968

32.

Sadoghi Yazdi J, Kalantary F, Sadoghi Yazdi H (2012) Calibration of soil model parameters using particle swarm optimization. Int J Geomech 12(3):229–238. https://doi.org/10.1061/(asce)gm.1943-5622.0000142CrossRef

33.

Zhu B, Chen Z (2022) Calibrating and validating a soil constitutive model through conventional triaxial tests: an in-depth study on CSUH model. Acta Geotech 17:3407–3420. https://doi.org/10.1007/s11440-021-01432-1CrossRef

34.

Kadlíček T, Janda T, Šejnoha M et al (2022) Automated calibration of advanced soil constitutive models. Part I: hypoplastic sand. Acta Geotech 17:3421–3438. https://doi.org/10.1007/s11440-021-01441-0CrossRef

35.

Meyerhof GG (1956) Penetration tests and bearing capacity of cohesionless Soils. J Soil Mech Found Div 82(SM1):1–19

36.

Peck RB, Hanson WE, Thornburn TH (1974) Foundation engineering, 2nd edn. John Wiley & Sons, New York. https://www.wiley.com/en-ie/Foundation+Engineering,+2nd+Edition-p-9780471675853. Accessed 10 Apr 2023

37.

Kezdi A. Handbook of Soil Mechanics (1980) Volume 2 Soil testing, Amsterdam, Elsevier Scientific Publishing Company. https://www.abebooks.co.uk/9780444997784/Handbook-Soil-Mechanics-Testing-A.Kezdi.Tr.fr.Hungarian-0444997784/plp. Accessed 10 Apr 2023

38.

Terzaghi K, Peck RB, Mesri G (1996) Soil mechanics in engineering practice, 3rd edn. John Wiley & Sons, USA. https://cequcest.files.wordpress.com/2015/09/terzaghi129883967-soil-mechanics-in-engineering-practice-3rd-edition-karl-terzaghi-ralph-b-peck-gholamreza-mesri-1996.pdf. Accessed 10 Apr 2023

39.

Bowles JE (1997) Foundation engineering and design, 5th edn. McGraw-Hill Book Company, Singapore. https://www.academia.edu/37455233/FOUNDATION_ANALYSIS_AND_DESIGN_Fifth_Edition_The_McGraw_Hill_Companies_Inc. Accessed 10 Apr 2023

40.

Midas (2020) Midas GTX NX analysis manual. https://doi.org/10.4324/9781315010335-12

Titel: Cement Admixed Clay Columns as a Solution for River Wall Stability Problems: A Case Study of Pasak River
verfasst von: Watthana Makararotrit
Sompote Youwai
Publikationsdatum: 01.12.2023
Verlag: Springer International Publishing
Erschienen in: International Journal of Geosynthetics and Ground Engineering / Ausgabe 6/2023
Print ISSN: 2199-9260
Elektronische ISSN: 2199-9279
DOI: https://doi.org/10.1007/s40891-023-00490-7

Springer Professional

Abstract

Bitte loggen Sie sich ein, um Zugang zu Ihrer Lizenz zu erhalten.

Sie haben noch keine Lizenz? Dann Informieren Sie sich jetzt über unsere Produkte:

Springer Professional "Wirtschaft+Technik"

Springer Professional "Technik"

Springer Professional "Wirtschaft"

Weitere Artikel der Ausgabe 6/2023

Experimental Investigation on the Applicability of a Novel Tire-Grid Used in Slope Stabilization Under Repeated Loads

Soil-Reinforcement Interaction of a Geogrid–Geotextile Composite

State Parameter Based Liquefaction Probability Evaluation

Interaction Between Biaxial Geogrid and Solid Waste Materials: Laboratory Study and Artificial Neural Network Model Development

Integrated Digital Image Analyses for Understanding the Particle Shape Effects on Sand–Geomembrane Interface Shear

Guest Editorial for the Special Issue on “Soil–Geosynthetic Interaction”