Electronic Resource

Nanosilica Grout Permeation in Sand: Experimental Investigation and Modeling

التفاصيل البيبلوغرافية
العنوان: Nanosilica Grout Permeation in Sand: Experimental Investigation and Modeling
المؤلفون: Boschi, K, Di Prisco, C, Grassi, D, Modoni, G, Salvatore, E, Boschi K., Di Prisco C. G., Grassi D., Modoni G., Salvatore E.
بيانات النشر: American Society of Civil Engineers (ASCE) country:US 2024
نوع الوثيقة: Electronic Resource
مستخلص: Low-pressure injection of nanosilica aqueous suspensions is often adopted to either waterproof or increase the liquefaction resistance of granular soils. The basic principle behind this ground improvement technique consists in filling the soil pores with a low-viscosity fluid that changes its consistency with time, first into a gel, then into a solid. From an application point of view, the simulation of the time-dependent permeation process is crucial to relate the in situ distance covered by the grout to the operational parameters. A comprehensive investigation was performed, combining laboratory experiments with theoretical approaches, to characterize the phenomenon and then derive predictive relations useful for designing treatment executions. The time-dependent rheological properties of different nanosilica aqueous suspensions were first quantified by means of rheometric tests, then described with Bingham's law. Grout permeation in granular media was then simulated by suitably modifying Darcy's law to incorporate the temporal evolution of Binghamian grout rheology. After validating the modified Darcy's law employment for nanosilica grout flows with respect to laboratory experimental data, simplified analytical equations, capable of predicting the temporal evolution of the distance covered in situ by the grout and the flow rate-injection pressure relation, are provided.
مصطلحات الفهرس: Ground improvement, Permeation grouting, Rheological propertie, Seepage, Time dependence, info:eu-repo/semantics/article
URL: https://hdl.handle.net/10281/505039
info:eu-repo/semantics/altIdentifier/wos/WOS:001105156400012
volume:150
issue:1
journal:JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING
الاتاحة: Open access content. Open access content
info:eu-repo/semantics/closedAccess
ملاحظة: STAMPA
English
Other Numbers: ITBAO oai:boa.unimib.it:10281/505039
10.1061/JGGEFK.GTENG-11436
info:eu-repo/semantics/altIdentifier/scopus/2-s2.0-85176580987
1456739689
المصدر المساهم: BICOCCA OPEN ARCH
From OAIster®, provided by the OCLC Cooperative.
رقم الانضمام: edsoai.on1456739689
قاعدة البيانات: OAIster