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Xuan, D., Xu, J., Wang, B., & Teng, H. (2016). Investigation of Fill Distribution in Post-Injected Longwall Overburden with Implications for Grout Take Estimation. Engineering Geology, 206, 71-82.
https://doi.org/10.1016/j.enggeo.2016.04.007

has been cited by the following article:

• TITLE: An Overview of Soil Improvement through Ground Grouting

  AUTHORS: Md Ratan Bhuiyan, Salequr Rahman Masum, Md Tushar Parvej, S M Sanuwar

  KEYWORDS: Grouting, Soil Improvement, Permeation Grouting, Compaction Grouting and Jet Grouting

  JOURNAL NAME: Journal of Geoscience and Environment Protection, Vol.12 No.1, January 15, 2024

  ABSTRACT: Soil is an essential component of what surrounds us in nature, providing as the basis for our infrastructure and construction. However, soil is not always suitable for construction due to a variety of geotechnical issues such as inadequate bearing capacity, excessive settlement, and liquefaction susceptibility. Through improving the engineering qualities of soil, such as strength, permeability, and stability, ground grouting is a specific geotechnical method used. Using a fluid grout mixture injected into the subsurface, holes are filled and weak or loose strata are solidified as the material seeps into the soil matrix. The approach’s adaptability in addressing soil-related issues has made it more well-known in the fields of civil engineering and construction. In the end, this has improved groundwater management, foundation support, and overall geotechnical performance.