nach oben

Innovative Infrastructure Solutions

Erschienen in:

01.06.2021 | Technical paper

Numerical modeling of liquefaction in deep saturated sands

verfasst von: Priyanka Sharma, V. A. Sawant, M. L. Sharma

Erschienen in: Innovative Infrastructure Solutions | Ausgabe 2/2021

Einloggen

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

search-config

KI-gestützte Suche

Aus

Abstract

The seismic hazard is relatively higher in Northern India due to the presence of the Himalayas encompassing many regional features like Main Boundary Thrust (MBT), Main Central Thrust (MCT) and Himalayan Frontal Thrust (HFT). Implicitly, estimation of liquefaction potential becomes of paramount interest due to the presence of deep soils in this region. Indo-Gangetic basin is composed of thick alluvium deposits where thickness of sand layer may extend up to 30 to 40 m. In the present study, a fully coupled finite element analysis is incorporated for modeling liquefaction phenomena for soil domain up to 30 m depth subjected to cyclic ground excitation of 0.2 g ground acceleration. Moreover, a parametric study is carried out to explore the liquefaction behavior on saturated sand layer of variable thickness. The ratio (H_liq/H_sand) is increasing with depth (0.5, 0.8, 0.833) highlighting the effect of drainage path.

Vorheriger Artikel Feasibility study of utilisation of ferrochrome slag as fine aggregate and rice husk ash as cement replacement for developing sustainable concrete

Nächster Artikel Improving thermal and mechanical properties of light weight aggregate concrete using inorganic phase changing material, expanded clay aggregate, alccofine1203 and manufacturing sand

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

Biot MA (1941) General theory of three-dimensional consolidation. J Appl Phys 12(2):155–164CrossRef

Biot MA (1956) Theory of propagation of elastic waves in a fluid-saturated porous solid. II. Higher frequency range. J Acoust Soc Am 28(2):179–191CrossRef

Byrne PM, Park SS, Beaty M, Sharp M, Gonzalez L, Abdoun T (2004) Numerical modeling of liquefaction and comparison with centrifuge tests. Can Geotech J 41(2):193–211CrossRef

Castro G (1975) Liquefaction and cyclic mobility of saturated sands. J Geotech Engg ASCE 101(GT6):551–569

Deresiewicz H (1960) The effect of boundaries on wave propagation in a liquid-filled porous solid: I. Reflection of plane waves at a free plane boundary (non-dissipative case). Bull Seismol Soc Am 50(4):599–607

Deresiewicz H, Rice JT (1962) The effect of boundaries on wave propagation in a liquid-filled porous solid: III. Reflection of plane waves at a free plane boundary (general case). Bull Seismol Soc Am 52(3):595–625

Derski W (1978) Equations of motion for a fluid-saturated porous solid. Bull Acad Pol Sci Ser Technol 26(1):11–16

Dewoolkar MM, Chan AH, Ko HY, Pak RY (2009) Finite element simulations of seismic effects on retaining walls with liquefiable backfills. Int J Numer Anal Methods Geomech 33(6):791–816CrossRef

Halpern MR, Christiano P (1986) Steady-state harmonic response of a rigid plate bearing on a liquid-saturated poroelastic halfspace. Earthq Eng Struct Dyn 14(3):439–454CrossRef

10.

Katona MC, Zienkiewicz OC (1985) A unified set of single step algorithms part 3: the beta-m method, a generalization of the Newmark scheme. Int J Numer Methods Eng 21(7):1345–1359CrossRef

11.

Kramer SL (1996) Geotechnical earthquake engineering. Pearson Education, New Delhi

12.

Kumar A, Kumari S (2019) Numerical modeling of shallow foundation on liquefiable soil under sinusoidal loading. Geotech Geol Eng 37:517–532CrossRef

13.

Kumar SS, Dey A, Krishna AM (2018) Response of saturated cohesionless soil subjected to irregular seismic excitations. Nat Hazards 93(1):509–529CrossRef

14.

Kumar SS, Krishna AM, Dey A (2017) Evaluation of dynamic properties of sandy soil at high cyclic strains. Soil Dyn Earthq Eng 99:157–167CrossRef

15.

Madabhushi SP, Zeng X (1998) Seismic response of gravity quay walls. II: numerical modeling. J Geotech Geoenviron Eng 124(5):418–427CrossRef

16.

Nova R, Wood DM (1982) A constitutive model for soil under monotonic and cyclic loading. In: Pande GN, Ziekiewicz OC (eds) Soil mechanics-transient and cyclic loading. Wiley, Chichester, pp 343–373

17.

Oka F, Yashima A, Shibata T, Kato M, Uzuoka R (1994) FEM-FDM coupled liquefaction analysis of a porous soil using an elasto-plastic model. Appl Sci Res 52(3):209–245CrossRef

18.

Pastor M, Zienkiewicz OC (1986) A generalized plasticity, hierarchical model for sand under monotonic and cyclic loading. Int Symp Numer Models Geomech 2:131–150

19.

Pastor M, Zienkiewicz OC, Leung KH (1985) Simple model for transient soil loading in earthquake analysis. II. Non-associative models for sands. Int J Number Anal Methods Geomech 9(5):477–498CrossRef

20.

Popescu R, Prevost JH (1993) Centrifuge validation of a numerical model for dynamic soil liquefaction. Soil Dyn Earthq Eng 12(2):73–90CrossRef

21.

Sadeghian S, Manouchehr LN (2012) Using state parameter to improve numerical prediction of a generalised plasticity constitutive model. J Comput Geosci 51:255–268CrossRef

22.

Seed B (1979) Soil liquefaction and cyclic mobility evaluation for level ground during earthquakes. J Geotech Geoenviron Eng 105:201–255

23.

Seed B, Lee KL (1966) Liquefaction of saturated sands during cyclic loading. J Soil Mech Found 92:105–134CrossRef

24.

Taiebat M, Dafalias YF, Peek R (2010) A destructuration theory and its application to SANICLAY model. Int J Numer Anal Methods Geomech 34(10):1009–1040CrossRef

25.

Zienkiewicz OC, Mroz Z (1984) Generalized plasticity formulation and applications to geomechanics. Mech Eng Mater 44(3):655–680

26.

Zienkiewicz OC, Paul DK, Chan AH (1988) Unconditionally stable staggered solution procedure for soil-pore fluid interaction problems. Int J Numer Methods Eng 26(5):1039–1055CrossRef

Titel: Numerical modeling of liquefaction in deep saturated sands
verfasst von: Priyanka Sharma
V. A. Sawant
M. L. Sharma
Publikationsdatum: 01.06.2021
Verlag: Springer International Publishing
Erschienen in: Innovative Infrastructure Solutions / Ausgabe 2/2021
Print ISSN: 2364-4176
Elektronische ISSN: 2364-4184
DOI: https://doi.org/10.1007/s41062-020-00429-1

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 2/2021

Shear wave velocity profiling and ground response analysis in Phuentsholing, Bhutan

Improving thermal and mechanical properties of light weight aggregate concrete using inorganic phase changing material, expanded clay aggregate, alccofine1203 and manufacturing sand

Risk assessment of horizontal curves using reliability analysis based on Google traffic data

Modeling the effect of chloride contaminant migration on groundwater

Seismic performance of geopolymer concrete beam-column joints under reverse cyclic loading

A short note on the performance of steel-welded mesh under static loading